WO2000039413A1

WO2000039413A1 - Reinforced concrete structure with triangle shape with transmitting force in multi-direction

Info

Publication number: WO2000039413A1
Application number: PCT/CN1999/000219
Authority: WO
Inventors: Bairen Deng
Original assignee: Bairen Deng
Priority date: 1998-12-28
Filing date: 1999-12-28
Publication date: 2000-07-06
Also published as: AU1855000A

Abstract

Reinforced concrete structural members for buildings that have a plurality of base structural members. Those base structural members that are fixed rigidly have cages of reinforcement (4) arranged in superposition or in parallel. Each cage of reinforcement (4) comprises parallel reinforcements (6) on both sides and transmission reinforcement (5) wavily extending between the parallel reinforcements (6). The amount of the reinforcements and of the concrete in cage of reinforcement is defined by following formula: PN=αA+βC, where PN:exterior load every meter; α, β: static load in unit across section area of the reinforcement or the concrete every meter; A: the total across section area of the reinforcement; C: the total across section area of the concrete.

Description

Triangle universal guide

Reinforced concrete structure

The present invention relates to the field of civil engineering, in particular to a reinforced concrete structure, such as bridges, multi-rise, high-rise buildings, underwater structures, underground structures, and various building structures such as stadiums.

Background technique

Due to the constraints of traditional concepts, there are certain defects in the reinforced concrete structures designed in the prior art. For structures subjected to tension and pressure, the existing technology is mainly based on the compression (compressive) of concrete, and the reinforcement is mainly tensioned. As a result, large-scale, self-heavy, and irrational structural designs have resulted in large deflections and large droops (deformations). In essence, the concrete of the aforementioned reinforced concrete structure The design idea of compression and steel bar tension is to use a "blocking" method, that is, a certain part is weak, then "block (strengthening)" the part, instead of adopting a "grooming" method, that is, a certain part is weak, then They are channeled and transformed. However, the statically indeterminate structure with a large size and a large span and a linear extension of more than 30m is basically prohibited for the current reinforced concrete structure, and it is almost impossible. Due to the shortcomings of the prior art, the strength (stiffness) / self-weight ratio of the designed reinforced concrete structure is small. If it is applied to a statically indeterminate structure, the existing reinforced concrete structure will crack and sag (deform). Cause it to be scrapped or cause losses. In addition, the existing reinforced concrete structures have poor waterproof, anti-freeze, heat insulation, thermal insulation, shock absorption, and anti-seismic performance. If the above defects are to be solved, the cost will be greatly increased, or unnecessary waste will be caused. The existing reinforced concrete structure has another problem that cannot be solved by the existing technology, which is the natural expansion and contraction of concrete due to temperature difference, which causes the existing reinforced concrete structure to generate faults and destroy in large areas and large spans. The overall due effect (effect) makes it unable to make full use of the vast space inside the building structure. Because the existing structure cannot achieve the overall balanced force, the multilayer and high-rise building structure is subject to the rigid rigidity of the same upper and lower structure. To make it impossible to design flexibly as needed.

Although PCT Patent Application Publication No. WO 97 / 35078A discloses a component for a reinforced lightweight concrete structure, it adopts a truss type and has a plurality of triangular reinforcing steel skeletons, so that the component is The ratio of strength / self-weight has increased, but the structure still lacks the integrity and universal equilibrium force effect. Under certain conditions, the structure will still deform and sag. In addition, the component adopts the strength of lightweight concrete ( Rigid) extremely low material and reinforcement This combination greatly reduces the strength effect of the reinforced concrete members, making it unsuitable for high-rise buildings and bridges, underground, and underwater structures that bear live loads, and it is impossible to obtain waterproof, moisture-proof, shock-proof, and shock-absorbing effects. There is no accurate calculation formula for the amount of reinforcing steel required to calculate the load based on the load. If the amount of reinforcing steel is calculated according to the existing reinforced concrete structure, it will be unachievable. In addition, the inventors of the above-mentioned documents believe that when loading with this specific reinforced skeleton completely, it seems that only by using a light concrete with a small specific gravity combined with the reinforced skeleton can the load of the component be increased (due to weight reduction). Ability, but in fact, this view is incorrect. In summary, the inventive concept disclosed in this document is imperfect and has huge defects. The reason why the reinforced concrete structure designed according to the prior art has the above-mentioned situation and many defects mentioned above is because the current reinforced concrete structure design does not recognize the rigidity and strength of the reinforced concrete and concrete in the reinforced concrete structure or component, and does not grasp the reasonableness. Structural design and advanced scientific decomposition calculation technology, and make the steel and concrete can not play their best effect in the reinforced concrete, so that the construction cost is high, the waste is large, earthquake resistance, shock absorption, sound insulation, waterproof, heat insulation Poor insulation, overall performance, and uneven settlement due to natural factors of the foundation, leading to cracking and structural damage, seriously affecting the safety of people's property and causing losses.

Summary of invention

The purpose of the present invention is to provide a reinforced concrete structure, which mainly uses three technical features of the triangle universal guiding equilibrium stress principle (law), reinforced concrete foam interlayer, and reinforced concrete decomposition calculation formula to solve the above-mentioned existing technologies. Existing deficiencies and deficiencies, and make up for the lack of pillars and no cable stays in the large span of current building structures. This structure uses a triangle universal guide to reinforce the reinforced skeleton unit under balanced load, combines them, and rigidly connects them to form a statically indeterminate skeleton, which can efficiently disperse the load acting on a certain part. In addition, the foam is sandwiched in the reinforced concrete structure, so that the structure of the present invention can fully achieve the comprehensive performance of waterproof, sound insulation, heat insulation, thermal insulation, antifreeze, shock absorption, earthquake resistance, and strong wind resistance, and solve the natural expansion and contraction caused by the temperature difference of the concrete, so that Reinforced concrete structures achieve long spans. In addition, advanced scientific methods for calculating the decomposition of steel bars and concrete in reinforced concrete structures are used to achieve a reasonable ratio of steel bars and concrete in the structure to achieve the best results and greatly increase the load. Effect, greatly reducing costs and eliminating unreasonable waste.

The above object of the present invention can be achieved by six kinds of reinforced concrete structures.

The first triangular universal guiding balanced reinforced concrete structure of the present invention includes a plurality of reinforced concrete basic members, and these reinforced concrete basic members are rigidly connected to each other. The reinforced concrete basic members include laminated members, which include reinforced concrete layers on both sides, and a foam sandwich provided between the reinforced concrete layers on the two sides, and the inside of the reinforced concrete layers on the two sides are respectively Corresponding reinforced skeletons are provided. The reinforced skeletons are composed of reinforced skeleton units. The reinforced skeletons in the reinforced concrete layers on both sides are connected by the connector through the foam sandwich. The reinforced skeleton unit includes side ribs that are parallel to each other. And a guiding rib located between the side ribs on the two sides, the guiding rib extending in a wave shape between the side ribs on both sides in the following manner: each inflection point in the guiding rib is respectively It is rigidly connected to the side ribs on both sides, the side ribs on one side and the guiding ribs form a triangle, and the side ribs on the other side and the guiding ribs form a triangle. In addition, the structure is provided with a reinforcing steel frame unit. Vertical steel bars that are rigidly connected to the side bars on both sides. Determined according to the following formula, the formula is:

Ρ _Ν = Α + β C where,

PN represents the unit length of the basic component of the reinforced concrete, that is, the central external load per unit of length of the unit, excluding its unit weight;

α represents the unit length, that is, the load value of the center of the unit cross section of a given kind of bar per meter, which is a constant value;

Α represents the total cross-sectional area of a given type of steel bar of the steel frame in the reinforced concrete basic member to be determined;

β represents the unit length, that is, the payload value of the center of the concrete unit cross section given a label per length of meter, which is a constant value;

C represents the total cross-sectional area of the concrete with a given label to be determined in the reinforced concrete basic member;

Ρτ represents the external total load to which the reinforced concrete basic member is subjected;

L represents the span of the reinforced concrete element;

The above cc and β are determined by the following formula, which is:

among them,

Represents the unit length, that is, the load value of the center of the unit section area of a given kind of bar per meter. It is a constant value;

Χ represents the center load of a reinforced concrete basic member with a diameter X and a larger diameter steel bar;

ρ _Υ represents the central load of a reinforced concrete basic member with a diameter of Υ and a smaller diameter of the reinforced concrete basic member, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member with a diameter of X reinforced concrete;

Ax represents the total cross-sectional area of a given kind of reinforcing steel in the reinforced concrete basic member of the reinforced concrete basic member with diameter X;

AY represents the total cross-sectional area of a given kind of steel bars in a reinforced concrete basic member using a steel bar with a diameter of Y;

Cx represents the total concrete cross-sectional area of the reinforced concrete basic members using reinforced concrete with diameter X.

According to the above-mentioned first reinforced concrete structure, a building with a large size and a small span, such as 60m, can be manufactured, which has light weight and good seismic performance, and can obtain the overall effects of thermal insulation, waterproofing, antifreeze and sound insulation.

In the above-mentioned first reinforced concrete structure, the plurality of reinforced concrete basic members further include a member formed of a concrete entity and a reinforcing steel skeleton located inside the concrete entity, and the reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, and the reinforcing steel skeleton The unit is the same as the reinforced skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as the method for determining the amount of reinforced steel and concrete in the reinforced concrete basic component of the laminated component.

According to the above characteristics, the laminated reinforced concrete designed in accordance with the principles of the present invention (having a foam sandwich, a truss-type reinforcing steel skeleton with a plurality of triangles, and reinforcement and concrete cross-section design according to the formula for the decomposition and calculation of steel and concrete) Basic components, such as wall panels in buildings, are rigidly connected with non-laminated reinforced concrete basic components, such as beams (ie, reinforced steel skeletons), formed from concrete entities and reinforced skeletons, which are designed according to the principles of the present invention, so that The resulting building has the effects of thermal insulation, earthquake resistance and material saving.

In the above-mentioned first reinforced concrete structure, the plurality of reinforced concrete basic members further include the following members, which include concrete layers on both sides and between the concrete layers on both sides Reinforced mesh is arranged inside the concrete layer on both sides, and the corresponding reinforced meshes in the concrete layer on both sides are connected by a connector that passes through the foam interlayer, and the above-mentioned basic members are also provided with prestressed steel bars. .

According to the above characteristics, the laminated reinforced concrete designed in accordance with the principles of the present invention (having a foam sandwich, a truss-type reinforcing steel skeleton with a plurality of triangles, and a reinforcement and concrete cross-section design according to the formula for the decomposition and calculation of steel and concrete) Basic components, such as wall panels, are rigidly connected with reinforced concrete components designed with common specifications and having a flat reinforced mesh, such as floor slabs, so that the resulting building has the overall effect of thermal insulation, earthquake resistance, and material savings.

The second triangular universal guiding balanced reinforced concrete structure of the present invention includes a plurality of steel

5

Reinforced concrete basic members, these reinforced concrete basic members are rigidly connected to each other, and the plurality of reinforced concrete basic members include laminated members, the laminated members include concrete layers on both sides, and concrete layers provided on the two sides In addition, the laminated member further includes a reinforcing steel skeleton. The reinforcing steel skeleton is integrally provided through a concrete layer and a foam sandwich on the two sides, and the reinforcing steel skeleton is composed of a reinforcing steel skeleton unit and a reinforcing steel skeleton unit. It includes side ribs that are kept parallel to each other on both sides, and a guiding rib located between the side ribs on the two sides. The guiding rib extends in a wave shape between the side ribs on both sides in the following manner: Each inflection point in the guide bar is rigidly connected to the side bars on the two sides, and the side bar on one side forms a triangle with the guide bar, and the side bar on the other side forms a triangle with the guide bar. The structure is provided with vertical steel bars rigidly connected to the side bars in both sides of the reinforcing steel frame unit, and the above-mentioned laminated steel concrete base The amount and the amount of concrete reinforcement steel skeleton member is determined according to the formula, the formula is:

Ρ _Ν = α Α + β C where,

ct represents the unit length, that is, the load value of the center of the cross section of a given type of steel bar per meter, which is a constant value;

A represents the total cross-sectional area of a given type of steel bar in the reinforced concrete basic member to be determined;

β represents the unit length, that is, the net load of the concrete unit section center with a given label per length of meter Value, which is a constant value; area;

Ρ _τ represents the total external load to which the reinforced concrete basic member is subjected;

L represents the span of the reinforced concrete element;

The above α and P are determined by the following formula, which is:

among them,

P _Υ represents the center load of the reinforced concrete basic member with a diameter of 并且 and the smaller diameter reinforced concrete, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member with a diameter of X;

According to the first type of reinforced concrete structure described above, the reinforcing steel designed according to the principle of the present invention (having a foam sandwich, a truss-type reinforcing steel skeleton containing a plurality of triangles, and designing a reinforcement and a concrete section according to a formula for decomposing and calculating the reinforcement and concrete) The reinforced skeleton in the basic concrete member is arranged in an integrated manner (through the foam interlayer) throughout the entire range of the member, so that the entire member has better integrity and higher strength.

In the above-mentioned second reinforced concrete structure, the plurality of reinforced concrete basic members further include P

The reinforcement skeleton in -7- is composed of a reinforcement skeleton unit, which is the same as the reinforcement skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as the above-mentioned laminated reinforced concrete basic component. The amount of reinforcing steel in the reinforcing steel skeleton and the amount of concrete are determined in the same way.

According to the above characteristics, the laminated reinforced concrete basic can be designed according to the principles of the present invention (having a foam sandwich, a truss-type reinforced skeleton with multiple triangles, and reinforcement and concrete cross-section design according to the formula for the decomposition and calculation of steel and concrete). The components are rigidly connected to the non-laminated reinforced concrete components designed according to the principles of the present invention, excluding foam interlayers, so as to be suitable for corresponding applications.

In the above-mentioned first reinforced concrete structure, the plurality of reinforced concrete basic members further include the following members, which include a concrete layer on both sides, a foam interlayer between the concrete layers on both sides, and concrete on both sides Reinforced meshes are respectively arranged inside the layers, and the corresponding reinforced meshes in the concrete layers on both sides are connected by a connector that passes through the foam interlayer, and the above-mentioned basic components are also provided with prestressed reinforcing steel.

According to the above characteristics, the laminated reinforced concrete designed in accordance with the principles of the present invention (having a foam sandwich, a truss-type reinforcing steel skeleton with a plurality of triangles, and a reinforcement and concrete cross-section design according to the formula for the decomposition and calculation of steel and concrete) Basic members, such as beams, are rigidly connected with reinforced concrete members designed with common specifications and having a flat reinforced mesh, such as wall panels, so that the resulting building has the overall effect of thermal insulation, earthquake resistance, and material savings.

The third triangular universal guiding balanced reinforced concrete structure of the present invention includes a plurality of reinforced concrete basic components, and these reinforced concrete basic components are rigidly connected to each other. The plurality of reinforced concrete basic components includes a laminated component. The laminated component includes reinforced concrete layers on both sides, and continuous extended foam sandwiches or intermittently extended foam sandwiches disposed between the reinforced concrete layers on the two sides, and the interiors of the reinforced concrete layers on the two sides are respectively Corresponding reinforced skeletons are provided, and the reinforced skeletons are composed of reinforced skeleton units. The reinforced concrete skeletons on the two sides of the reinforced concrete layer are connected by the connecting members passing through the foam interlayer, and the reinforced concrete layers on the two sides are respectively spaced at appropriate intervals. Expansion joints are formed that break the concrete layer without breaking the reinforcing bars in the reinforcement skeleton unit. The expansion joints are arranged in the range extended by the foam sandwich, and the bottom of the expansion joint extends to the foam sandwich. Each expansion joint The interior is filled with foam and the expansion and contraction in the reinforced concrete layer on the other side Reinforced concrete layer on the other side of the staggered joints, both sides of the steel frame holding means comprises side ribs parallel to each other, and located at the both sides of the A guiding rib between the side ribs, which extends between the side ribs on both sides in a wavy manner in the following manner: each inflection point in the guiding rib is respectively connected with the side ribs on the two sides Rigid connection, the side ribs on one side and the guiding ribs form a triangle, and the side ribs on the other side form a triangle with the guiding ribs. In addition, a rigid connection with the side ribs on both sides of the reinforcing steel frame unit is provided in the structure. The amount of steel bars and concrete used in the reinforced skeleton of the above-mentioned laminated reinforced concrete basic components is determined according to the following formula, which is:

Ρ _Ν = α Λ + β C where,

CC represents the unit length, that is, the load value of the center of the cross section of a given type of steel bar per meter, which is a constant value;

β represents the unit length, that is, the load value of the center of the unit cross section of the concrete with a given label per millimeter, which is a constant value;

Ρτ represents the total external load on the reinforced concrete element;

L represents the span of the reinforced concrete element;

The above c (and P are determined by the following formula, which is:

among them,

c represents the unit length, that is, the load value of the center of the unit section area of a given kind of bar per meter, which is a constant value;

Χ represents the center load of a reinforced concrete basic member with a diameter of X and a larger diameter of the reinforced concrete; p _Y represents the central load of the reinforced concrete basic member with a diameter of Υ and the smaller diameter of the reinforced concrete basic member, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member with the reinforced concrete of diameter X;

According to the third type of reinforced concrete structure, a building with a large size and a long span, such as a building larger than 60m, can be manufactured with light weight, good seismic performance, and can obtain the effects of heat insulation and sound insulation.

In the third reinforced concrete structure, the plurality of reinforced concrete basic members further include a member formed of a concrete entity and a reinforcing steel skeleton located inside the concrete entity, and the reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, and the reinforcing steel skeleton The unit is the same as the reinforced skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as the method for determining the amount of reinforced steel and concrete in the reinforced concrete basic component of the laminated component.

According to the above characteristics, according to the principles of the present invention (having a foam sandwich, a truss-type reinforcing steel skeleton with multiple triangles, reinforcement and concrete cross-section design according to the formula for calculating the decomposition of reinforcing steel and concrete, and forming a staggered reinforcing steel skeleton Disconnected foam expansion joints) laminated reinforced concrete basic components designed, such as large-sized wall panels in buildings, and non-laminated reinforced concrete bars and reinforced steel bars designed according to the principles of the present invention Concrete basic components, such as beams, are rigidly connected, so that the resulting building has the effects of thermal insulation, earthquake resistance, and material saving.

In the third type of reinforced concrete structure, the plurality of reinforced concrete basic members further include the following members, which include a concrete layer on both sides, a foam interlayer between the concrete layers on both sides, and concrete on both sides Reinforcement meshes are arranged inside the layers, and prestressed steel bars are also set in the concrete layers on both sides.

According to the above characteristics, it can be designed according to the principles of the present invention (with foam interlayer, Angular truss-type reinforced steel skeleton, reinforced and concrete cross-section design according to the formula for decomposing and calculating the reinforcement and concrete, forming staggered foam expansion joints that do not break the reinforcing steel skeleton) laminated reinforced concrete basic components, such as beams It is rigidly connected with a reinforced concrete member with a flat reinforced mesh design, such as a wall panel, which is designed using ordinary specifications, so that the resulting building has the overall effect of thermal insulation, earthquake resistance and material saving.

The fourth reinforced concrete structure of the triangle universal guide balanced load of the present invention includes a plurality of reinforced concrete basic components, and these reinforced concrete basic components are rigidly connected to each other. The plurality of reinforced concrete basic components includes a laminated component. The laminated component includes reinforced concrete layers on both sides, and a continuous foam sandwich or an intermittently extended foam sandwich provided between the reinforced concrete layers on the two sides. In addition, the laminated component also includes steel bars. The skeleton is integrally provided through the concrete layer and the foam interlayer on both sides. The steel skeleton is composed of a reinforced skeleton unit. The steel skeletons in the reinforced concrete layers on the two sides are connected through the foam sandwich. Expansion joints are formed on the two sides of the reinforced concrete layer at appropriate intervals to break the concrete layer without breaking the reinforcing steel in the reinforced skeleton unit. The expansion joints are arranged in the range extended by the foam sandwich. The bottom of the expansion joint extends to the foam interlayer, each extending The inside of the joint is filled with foam. In addition, the expansion joints in the reinforced concrete layer on one side and the expansion joints in the reinforced concrete layer on the other side are staggered from each other. A guiding rib between the side ribs on both sides, the guiding rib extending in a wavy manner between the side ribs on both sides in the following manner: each inflection point in the guiding rib is respectively opposite to the above two sides The side bars on one side form a triangle with the guide bars, and the side bars on the other side form a triangle with the guide bars. In addition, the side bars on both sides of the reinforcing steel frame unit are provided in the structure. For vertical steel bars with rigid reinforcement, the amount of reinforcing steel and the amount of concrete in the reinforcing steel skeleton of the above-mentioned laminated reinforced concrete basic components are determined according to the following formula, which is:

Ρ _Ν = α Α + β C where,

P _N represents the unit length of the basic component of the reinforced concrete, that is, the central external load of each unit of length that does not include its own unit weight;

α represents the unit length, that is, the load value of the center of the unit cross section of a given kind of bar per meter, which is a constant value; A represents the total cross-sectional area of a given type of steel bar in the reinforced concrete basic member to be determined;

Ρτ represents the total external load on the reinforced concrete element;

L represents the span of the reinforced concrete element;

The above α and P are determined by the following formula, which is:

among them,

P _Υ represents the central load of a reinforced concrete basic member with a diameter of Υ and a smaller diameter of the reinforced concrete basic member, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member with a reinforced concrete member having a diameter of X;

AY represents the total cross-sectional area of a given kind of steel bars in a reinforced concrete basic member using steel bars with diameter Y;

Cx represents the total concrete cross-sectional area of the reinforced concrete basic members using steel bars of diameter X.

According to the fourth kind of reinforced concrete structure, according to the principle of the present invention (having a foam sandwich, a truss-type reinforcing steel skeleton with a plurality of triangles and passing through the foam sandwich, the reinforcement and concrete cross-section design are carried out according to the formula for decomposing and calculating the reinforcement and concrete , Forming staggered foam expansion joints that do not break the reinforcing steel skeleton) The reinforcing steel skeleton in the reinforced concrete basic component design is arranged as a whole (Through the foam interlayer) within the entire component range, so that the integrity of the entire component is better and the strength is higher, which is suitable for larger-sized or spanned building structures, such as large-span bridges, stadiums, etc.

In the fourth type of reinforced concrete structure, the plurality of reinforced concrete basic members further include a member formed of a concrete entity and a reinforcing steel skeleton located inside the concrete entity, and the reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, and the reinforcing steel skeleton The unit is the same as the reinforced skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as the method for determining the amount of reinforced steel and concrete in the reinforced concrete basic component of the laminated component.

According to the above characteristics, according to the principle of the present invention (a foamed sandwich, a truss-type reinforcing steel skeleton with a plurality of triangles passing through the foam sandwich, the reinforcement and concrete cross-section design according to the formula for the decomposition and calculation of steel and concrete, and the staggering can be formed. Foam expansion joints that do not break the reinforced steel frame) are designed as laminated reinforced concrete basic components, such as large-span beams in buildings, or main beam bodies in bridges and non-laminated ones designed in accordance with the principles of the present invention In general, the reinforced concrete basic components formed by concrete entities and reinforced skeletons, such as walls or abutments, are rigidly connected, so that the resulting building has the overall effect of high strength, good integrity, thermal insulation, earthquake resistance, and material savings.

In the fourth reinforced concrete structure, the plurality of reinforced concrete basic members further include the following members, which include a concrete layer on both sides, a foam interlayer between the concrete layers on both sides, and concrete on both sides Reinforced meshes are respectively arranged inside the layers, and the corresponding reinforced meshes in the concrete layers on both sides are connected by a connector that passes through the foam interlayer, and the above-mentioned basic components are also provided with prestressed reinforcing steel.

According to the above characteristics, a truss-type reinforcing steel skeleton with a foam sandwich and a plurality of triangles passing through the foam sandwich can be designed according to the principles of the present invention, and the reinforcement and concrete cross-section can be designed and formed according to the formula for decomposing and calculating the reinforcement and concrete. Staggered foam expansion joints that do not break the reinforcing steel skeleton) laminated reinforced concrete basic components, such as beams, are rigidly connected with reinforced concrete components designed with common specifications and having a flat reinforced mesh, such as wall panels, so that the formed The building has the effects of strong integrity, high strength, thermal insulation, earthquake resistance and material saving.

The fifth reinforced concrete structure of the triangle universal guide balanced load of the present invention includes a plurality of reinforced concrete basic members, and the reinforced concrete basic members are rigidly connected to each other. The plurality of reinforced concrete basic members includes a laminated member. The laminated component includes a concrete layer on both sides, and a foam interlayer provided between the concrete layers on the two sides, and a reinforcing steel frame is provided inside the concrete layer on one side, and the reinforcing steel frame is connected to one end of the connecting bar. The connecting rib Through the foam sandwich, the other end is located inside the concrete layer on the other side. The reinforcing steel skeleton is composed of a reinforcing steel skeleton unit. The reinforcing steel skeleton unit includes side ribs that are parallel to each other on both sides, and the side ribs on the two sides. Between the side ribs on both sides in a wavy manner in the following manner, in this manner: each inflection point in the guide ribs is rigidly connected with the side ribs on the two sides, The side ribs on one side form a triangle with the guiding ribs, and the side ribs on the other side form a triangle with the guiding ribs. In addition, in this structure, a vertical connection rigidly connected to the side ribs on both sides of the reinforcing steel frame unit is provided. Reinforcement, the amount of reinforcing steel and the amount of concrete in the reinforced skeleton of the above-mentioned laminated reinforced concrete basic member are determined according to the following formula, which is:

Ρ _Ν = Α + β C where,

p _N represents the unit length of the basic component of the reinforced concrete, that is, the central external load per unit length of the unit, excluding its unit weight;

α represents the unit length, that is, the load value of the center of the cross section of a given type of steel bar per millimeter, which is a constant value;

Ρτ represents the total external load on the reinforced concrete element;

L represents the span of the reinforced concrete element;

The above α and β are determined by the following formula, which is:

among them,

P represents the unit length, that is, the payload value of the center of the concrete unit section with a given label per length of meter, which is a constant value; Χ represents the center load of a reinforced concrete basic member with a diameter X and a larger diameter steel bar;

Αχ represents the total cross-sectional area of a given kind of steel bars in a reinforced concrete basic member using steel bars of diameter X;

AY represents the total cross-sectional area of a given kind of reinforcing steel in the reinforced concrete basic member of the reinforced concrete basic member with the diameter Y;

In the above-mentioned fifth reinforced concrete structure, the plurality of reinforced concrete basic members further include a member formed of a concrete entity and a reinforcing steel skeleton located inside the concrete entity, and the reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, and the reinforcing steel skeleton The unit is the same as the reinforced skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as the method for determining the amount of reinforced steel and concrete in the reinforced concrete basic component of the laminated component.

According to the above characteristics, according to the principle of the present invention (a foamed sandwich, a truss-type reinforcing steel skeleton with a plurality of triangles passing through the foam sandwich, the reinforcement and concrete cross-section design according to the formula for the decomposition and calculation of steel and concrete, and the staggering can be formed. The foamed expansion joint that does not make the reinforced skeleton broken) is designed to be rigidly connected to the non-laminated reinforced concrete basic component formed by the concrete entity and the reinforced skeleton, which is designed according to the principle of the present invention. As a result, the resulting building has the overall effect of high strength, good integrity, thermal insulation, earthquake resistance, and material savings.

In the fifth type of reinforced concrete structure, the plurality of reinforced concrete basic members further include the following members, which include a concrete layer on both sides, a foam interlayer between the concrete layers on both sides, and concrete on both sides Reinforcement meshes are arranged inside the layers, and prestressed steel bars are also set in the concrete layers on both sides.

According to the above characteristics, the design according to the principle of the present invention (having a truss-type reinforcing steel skeleton with a plurality of triangles, and performing reinforcement and concrete according to a formula for calculating the decomposition of steel and concrete) The cross-section design) of the laminated reinforced concrete basic components is rigidly connected to the reinforced concrete components with planar reinforced mesh, such as wall panels, which are designed according to common standards, so that the resulting building has strong integrity, high strength, and thermal insulation. , Earthquake resistance, material saving effect.

The sixth reinforced concrete structure of the triangle universal guide balanced load of the present invention includes a plurality of reinforced concrete basic components, and these reinforced concrete basic components are rigidly connected to each other. The plurality of reinforced concrete basic components includes a concrete entity and a A component formed by a reinforcing steel skeleton inside the concrete entity, the reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, and the reinforcing steel skeleton unit includes side ribs on both sides which are kept parallel to each other, and a guide between the side ribs on the two sides. A power rib, which extends in a wave shape between the side ribs on both sides in the following manner, in the following manner: each inflection point in the guide rib is rigidly connected to the side ribs on the two sides and is located on one side The side bars and the guide bars form a triangle, and the side bars on the other side form a triangle with the guide bars. In addition, in this structure, vertical bars that are rigidly connected to the side bars on both sides of the reinforcement frame unit are provided. The amount of reinforcing steel and the amount of concrete in the reinforced concrete basic components are determined according to the following formula. The formula is:

Ν = α Α + β C where,

PN represents the unit length of the basic component of the reinforced concrete, that is, the central external load per unit of length of the unit, not including its unit weight;

c (Represents the unit length, that is, the load value of the center of the cross section of a given type of bar per unit meter, which is a constant value;

(3 represents the unit length, that is, the load value at the center of the concrete unit cross section given a given label per meter of meter, which is a constant value;

Ρτ represents the total external load on the reinforced concrete element;

L represents the span of the reinforced concrete element;

The above oc and β are determined by the following formula, which is:

= (PX-PY) ÷ (AX-AY) (3 = (Px- a Ax) ÷ Cx

among them,

a represents the unit length, that is, the load value of the center of the unit cross section of a given kind of bar per meter, which is a constant value;

P represents the unit length, that is, the payload value of the center of the concrete unit section per given meter with a given label, which is a constant value;

p _Y represents the central load of the reinforced concrete basic member with a diameter of Υ and the smaller diameter of the reinforced concrete basic member, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member with the reinforced concrete of diameter X;

According to the sixth kind of reinforced concrete structure, since the principle of the present invention (having a truss type reinforced skeleton with a plurality of triangles and passing through a foam sandwich, the reinforcement and concrete cross-section design is performed according to the formula for decomposing and calculating the reinforcement and concrete ) Designed non-laminated reinforced concrete components, which are formed by solid concrete and a reinforced skeleton arranged in the concrete body, so that the component can be combined with various reinforced concrete components (designed according to the principles of the present invention or designed in accordance with general specifications). Reinforced concrete members) are rigidly connected to form various structures, which have the advantages of light weight, good seismic performance, good integrity, high strength, high rigidity, and small deformation.

In the sixth reinforced concrete structure, the plurality of reinforced concrete basic members further include the following members, which include a concrete layer on both sides, a foam interlayer between the concrete layers on both sides, and concrete on both sides Reinforced meshes are respectively arranged inside the layers, and the corresponding reinforced meshes in the concrete layers on both sides are connected by a connector that passes through the foam interlayer, and the above-mentioned basic components are also provided with prestressed reinforcing steel.

According to the above characteristics, a truss-type reinforcing steel frame with a plurality of triangles through a foam sandwich can be designed according to the principle of the present invention. Reinforced concrete basic components such as beams and concrete cross-section design), such as beams and rigidly connected reinforced concrete components with planar reinforced mesh design, such as wall panels, which are designed according to common standards, so that the resulting building has a strong integrity , High strength, thermal insulation, earthquake resistance, material saving effect.

The above six forms of the invention of the present invention are based on the following recognition. First, a reinforced skeleton unit with very good mechanical properties and high load transfer and dispersion efficiency is selected and applied to a reinforced concrete structure. The scientific test analysis of the actual stress conditions of the steel bars and concrete inside the basic members of this reinforced concrete structure (regardless of the traditional norms, that is, the concrete force is the main force, and the steel bar is the auxiliary force). The test found that in the above-mentioned reinforced concrete structure, each component is mainly reinforced by the reinforced skeleton as a whole (tensile, compressive, and shear), and the concrete is supplemented by it (bearing a part of the force, and more importantly, restraining the reinforced skeleton) The connection points in the element, that is, the nodes, support the load in a way that stabilizes, increases the rigidity of the reinforcing steel skeleton, and protects against corrosion. When an external load acts on any point of a member in the structure, it passes through the reinforcing steel. The skeleton quickly spreads to both ends (the evacuation is conducted away), and the calculation formula for the decomposition of steel bars and concrete can be obtained According to this calculation formula, for the selected grade or type of reinforcement, when the concrete label is determined, no matter how the diameter of the reinforcement, the cross-sectional size of the basic component, and the length of the basic component are changed, the unit area of the reinforcement per square meter is supported. The design load and ultimate load (ie, strength) are the same. In addition, the unit length of the selected concrete, that is, the design and ultimate load (ie, strength) per millimeter is constant. According to the force principle and calculation formula of the structure of the present invention, it is known that the allowable or ultimate load (concentrated force) at any point on the component is the same, that is, the concentrated load in the maximum span is equal to the value of the uniformly distributed force on the component. Is also equal to the concentrated load per meter (per meter). It can also be known that when designing the reinforcement of the component and the cross section of the concrete, the self-weight of the component is not taken into account (because the self-weight is channeled to the end through the reinforcing steel frame and transmitted to other components), which is also the specific gravity that can be used in the present invention. Reason for larger concrete. It is the use of concrete with a larger specific gravity (rather than lightweight concrete) that strengthens the constraints of the nodes (connection points) of the reinforced skeleton and also improves the stability (resistance to instability) of the reinforced skeleton.

According to the structure of the present invention, since a preferred reinforcing steel frame unit containing a plurality of triangles is combined with concrete, when a point in a member in the structure is stressed, it is located in the guiding rib between the side ribs on both sides. Each of the inclined sections (slanted braces) of each other is pulled and pressed together, so that a balanced force can be achieved, that is, the unit length in the component, that is, the force situation of each meter section is the same. Most of this force will be dispersed to the other parts of the member by the above-mentioned reinforcing steel frame unit, that is, to the greatest extent The entire reinforcing steel skeleton participates in the force, so that each position or point on the component in the structure of the present invention can bear a larger load than that of a component in a common reinforced concrete structure, that is, the steel bar of the present invention The concrete structure has a very high dissipation effect on the load. If all the members in the entire structure adopt the reinforced skeleton unit designed according to the present invention, the load acting on a certain part of the structure will go from the partial to the entire member, and then to The overall structure is efficiently channeled (transferred) and dispersed to achieve a balanced overall force on the structure. In this way, the ratio of strength (or stiffness) / self-weight of the reinforced concrete structure can be greatly improved, even if the mechanical performance is completely improved, and at the same time, the cost is low, and the components in the reinforced concrete structure of the present invention that are under stress are in equilibrium. State, that is, its own weight is dispersed from the above-mentioned special reinforced skeleton unit to the foundation, so that compared with the reinforced concrete structure designed according to the prior art, which consumes the same material, extremely small deformation and droop (or deflection) effects can be obtained. . On the other hand, the amount of reinforcing steel and concrete in the structure of the present invention is obtained according to scientific calculation methods, that is, calculated according to their actual stress state, rather than blindly performing reinforcement design and concrete section design. It will not cause waste, and more importantly, when the reinforcement and the amount of concrete are determined in the manner described above, when the permissible load acts on the structure, such as the bridge deck, the basic components subject to the force, such as the main beam It is still in a state of equilibrium like when there is no load, that is, the load is transmitted to the foundation layer by layer by the special reinforced skeleton unit described above, so that it is relatively reinforced concrete structure designed with the same material consumption in accordance with the prior art. It can still obtain the effects of small deformation, minimal droop (deflection), and efficient waterproofing, shock absorption, sound insulation, heat insulation, thermal insulation, wind resistance, and earthquake resistance. In addition, more importantly, the above structure is a statically indeterminate structure, and the basic components are rigidly connected, that is to say, the steel skeleton unit in the entire structure is multi-layered according to the rigid connection of the ends (through vertical steel bars), Combined in multiple rows, this will form a statically indeterminate three-dimensional steel skeleton structure, so that the entire structure is not a loose structure. The force acting on a basic component will be transmitted to its two ends, and then passed through the adjacent steel skeleton element. The rigid connection is transferred to the reinforced skeleton unit in another basic component. In this way, it is finally transferred to the foundation, so that its seismic performance is good, and it will not be because of the local, such as 30% of the foundation, under the building foundation The difference in bearing capacity caused the upper building to crack. Since the amount of reinforcing steel and the amount of concrete are obtained without considering self-weight, and the rigid connection of each basic component in the structure of the present invention, the bearing capacity of the overall structure can obviously be greatly improved. Due to the use of foam sandwich and staggered expansion joints that do not disconnect the reinforced skeleton used to support the load, the problem of concrete scalability is solved, so that the reinforced concrete structure of the present invention can be applied to large-sized, large- Long span structure. For the above six types of reinforced concrete structures of the present invention, the steel bars in the steel frame unit used may be threaded steel bars, round steel bars, or various types of steel such as angle steel, channel steel, and I-shaped steel.

For the six types of reinforced concrete structures of the present invention, the reinforced concrete frame units in the reinforced concrete structure may be arranged in multiple rows, and the reinforced concrete frame units in adjacent rows are connected by auxiliary connecting ribs, and the auxiliary connecting ribs are wavy in shape. Reinforced skeleton units in adjacent rows extend between them, and their inflection points are rigidly connected to each row of reinforced skeleton units.

For the six types of reinforced concrete structures of the present invention, the reinforced skeleton in the structure includes multiple layers of reinforced skeleton units, that is, a plurality of reinforced skeleton units are stacked on top of each other. The ends of the side bars and the appropriate parts are rigidly connected.

For the six types of reinforced concrete structures of the present invention, the guide bars may be continuous bars, and the side bars and guide bars on the two sides may be the same type of bars, and their diameters may be equal or unequal. In addition, the above-mentioned guide ribs may also be formed by multiple segments along the length direction, and the inflection points of each segment are respectively connected to the side ribs on both sides.

For the six types of reinforced concrete structures of the present invention described above, the above-mentioned guiding bars are connected to the side bars on both sides by various methods such as bundling, welding, and wire socketing at the inflection points. Here, the above-mentioned wire socket can be realized in the following manner, that is, both ends of each segment in the guide rib are provided with external threads, and the thread ends are screwed into the internal threads formed on the side ribs. In the casing.

For the six types of reinforced concrete structures of the present invention described above, all triangles formed by the guide bars and the side bars on either side of the side bars on both sides are triangles.

The reinforced concrete structure designed according to the principle of the present invention may be a house structure. The basic components include beams and walls. Both ends of the beams are supported by a reinforced concrete wall rigidly connected to the beams. A plurality of the above-mentioned reinforcing steel skeleton units, both ends of side bars on both sides of the reinforcing steel skeleton of each layer of the multi-layered reinforcing steel skeleton units are rigidly connected with vertical steel bars, such as located at the corner of a wall or The window part is used to obtain rigid constraints on the ends of the side ribs of the reinforced skeleton unit, and it also plays a role of balance, stability, and verticality. The vertical ribs are connected by auxiliary ribs, and the vertical ribs extend downward. The foundation piece is rigidly connected to the internal reinforcement framework, and a pre-tensioned integral steel wire mesh is added to the wall, which is arranged on the reinforcement framework.

The role of the pre-tensioned integral steel wire mesh is to increase the overall elastic modulus and increase the seismic, anti-seismic, and crack resistance properties, and it is used in large-span and high-rise building structures.

The reinforced concrete structure designed according to the principles of the present invention may also be a bridge, which includes bearing The main beam is supported at both ends by abutments rigidly connected to the main beam. The main beam includes a longitudinal beam extending in a longitudinal direction, a connecting member connected between the longitudinal beams, and a longitudinal extension between the longitudinal beams. The longitudinal ribs are connected at their tops with the connecting members and project downwards therefrom. The ribs and the longitudinal beams are provided with a reinforcing steel skeleton composed of the aforementioned reinforcing steel skeleton units. In the connecting members, A reinforcing steel skeleton composed of the foregoing reinforcing steel skeleton unit is also provided, and the connecting member is a transverse coupling beam, a panel extending in a longitudinal direction, or a bridge deck.

For the above six types of reinforced concrete structures of the present invention, an underground structure, a water surface or underwater structure, an arch structure or a circular structure, a plate structure, and a strip structure can be formed.

For the above six types of reinforced concrete structures of the present invention, it may include a base member supporting the upper structure, and the base member serving as the lower structure is rigidly connected to the upper structure. The base member includes the above-mentioned reinforced skeleton unit. The surface is provided with a foam layer. Here, the foundation piece can be a strip, cross, shallow, box, raft, or barrel foundation piece.

According to this structure, the foundation pieces are integrated with the superstructure, and they all use the reinforced steel skeleton unit of the present invention, which will not cause sagging or very slight deflection, so that the overall force performance they form is excellent. The outer surface of the piece is provided with a foam layer, so that it can have the effects of waterproofing, freezing prevention, leakage prevention, moisture resistance, shock absorption and the like.

For the first four types of reinforced concrete structures of the present invention, the laminated component includes opposite concrete layers on both sides and a foam sandwich layer between the outer layers of concrete. The concrete layers on both sides may be the above-mentioned reinforced concrete basic members. The top and bottom of the middle, or the top and bottom, or the left and right.

The reinforced concrete structure of the present invention can be applied to various shapes of multi-layered, high-rise buildings, bridges, overpasses, seawalls, riverbanks, dams, large maintenance shutdown (aircraft) depots, tunnels, mines, water surface structures, various Underground building structure, stadium. The reinforced concrete basic components in the reinforced concrete structure of the present invention may be components such as a wall, a beam, a floor or slab, a foundation piece, a bridge abutment, and the like. The reinforced concrete basic members in the reinforced concrete structure of the present invention can be divided into two types for application. The first kind is solid, such as various members such as beams and slabs, and the second kind is laminated with foam sandwiches, such as belts. Various types of components, such as exterior walls with foam interlayers, floors with foam interlayers, and beams with expansion joints, are formed by using such components, such as residential buildings, which have high thermal insulation, sound insulation, and Shock resistance and water resistance. If a laminated component with foam interlayer is used, staggered expansion joints can also be formed in the component, so that it can be used in large-span applications, such as bridges with large beams and large lengths. Exterior walls, long-span floors, and other slabs and bars. PT /

—2 1— Brief description of the drawings

The present invention is described in detail below with reference to the embodiments.

FIG. 1 is a schematic diagram of a destructive test of a reinforced concrete structure of the present invention; FIG.

2 is a schematic diagram of a longitudinal section of a reinforced concrete member used in the reinforced concrete structure of the present invention, and the figure shows a unique reinforced skeleton unit designed according to the present invention;

3 is a schematic diagram of a longitudinal shape of a guide bar in a reinforced concrete frame unit used in the reinforced concrete structure of the present invention;

4 is a longitudinal sectional view of a reinforced concrete member similar to the member shown in FIG. 2, which uses a single-layer double-row reinforced skeleton unit;

5 is a cross-sectional view of the component shown in FIG. 4;

FIG. 6 is similar to the component shown in FIG. 2, and a schematic longitudinal sectional view of another reinforced concrete component is adopted, which uses a double-layered double-row reinforced steel skeleton unit;

7 is a cross-sectional view of the component shown in FIG. 6;

8 is a horizontal cross-sectional view of the components shown in FIG. 4 and FIG. 6;

FIG. 9 is a partial schematic view of a connection between an external wall and a beam in a reinforced concrete structure of the present invention; FIG. 10 is a cross-sectional view of the beam shown in FIG. 9;

Figure 11 is a horizontal sectional view of the beam shown in Figure 9;

FIG. 12 is a partial elevation view of the reinforcement skeleton arrangement of the outer wall of the concrete entity shown in FIG. 9; FIG. 13 is an elevation view of the reinforcement skeleton arrangement in the basic structural part of the reinforced concrete structure of the present invention. The left part of the reinforced skeleton unit in the perspective structure;

FIG. 14 is a partial schematic view of the connection between the external wall and the floor in the reinforced concrete structure of the present invention; FIG. 15 is a horizontal sectional view of the connection part shown in FIG. 14;

FIG. 16 is an elevational perspective view showing the arrangement of a steel skeleton in a reinforced concrete structure of the present invention having an outer wall, a floor slab and a partition wall; FIG.

Fig. 17 is an elevational cross-sectional view of the reinforced concrete structure of the present invention with an arched cross-section; Fig. 18 is a cross-sectional view of the reinforced concrete structure of the present invention with a circular cross-section; Elevation view of the wall;

20 is a cross-sectional view of a reinforced concrete structure with a foam sandwich used in a reinforced concrete structure of the present invention, and the figure shows an expansion joint arrangement structure in the component;

21 is a perspective view of an elevation of a reinforced concrete structure of the present invention having two layers; FIG. 22 is a perspective view of a reinforcement framework arrangement of a long-span bridge of the present invention; Figure 23 is a cross-sectional view of the bridge shown in Figure 22;

FIG. 24 is a longitudinal sectional view of a reinforced concrete member used in the long-span reinforced concrete structure of the present invention, such as a longitudinal beam used in the bridge shown in FIG. 24, which shows the arrangement structure of the expansion joints in the member;

FIG. 25 is a horizontal sectional view of the component shown in FIG. 24;

Fig. 26 is a cross-sectional view of the member shown in Fig. 24.

Detailed description of the preferred embodiment

The principle of the present invention and the reinforced concrete structure of the present invention will be specifically described below by way of example with reference to the accompanying drawings.

The principle of the reinforced concrete structure of the present invention can be verified by a destructive test of a load test using a test apparatus shown in FIG. 1. The test apparatus includes a rigid frame A of a moment meter, the rigid frame A including a vertical support A 1 and two horizontal connection members A 2 connected between the two vertical supports A 1. The test device can be used to perform load tests on various reinforced concrete members in the reinforced concrete structure of the present invention, such as the reinforced concrete beams and slabs shown in Figs. 4-8.

This destructive test uses the frame A of FIG. 1 to rigidly connect a test member 3, such as a reinforced concrete beam, with two vertical supports A 1 in the frame A in a horizontal direction. The reinforced concrete beam is arranged along its longitudinal direction. There is a reinforcing steel skeleton unit, and the shape of the reinforcing steel skeleton unit is shown in Figs. Between the test member 3 and the top connection member A 2, and a 50 ton jack is provided at the longitudinal center of the member 3. The size of the pressing surface 1 of the jack against the test member 3 is 21 0 mm X 1 30 rmn.

Here, it is assumed that the triangular auxiliary connecting ribs are not used as the reinforcing steel to bear the load, and the amount does not exceed 20% of the total reinforcing steel in the structure.

The total cross-sectional area of the test members in the two tested reinforced concrete structures is set to be the same, and the diameter of the reinforcing bar used by one of the members is larger than the diameter of the reinforcing bar used by the other member. In the process of testing the test members of the test unit, the unit length is calculated according to the following formula by extracting the measurement results of a group of test members with the same cross-sectional area each time, that is, the net load of the unit section center of a given type of bar per meter. The value cc and the unit length, that is, the payload value P of the center of the concrete unit cross section with a given label per linear meter, the formula is: The above α and β are determined by the following formula, which is:

β = (Ρχ- α Αχ) ÷ Cx among them,

Represents the unit length, that is, the payload value of the center of the unit section of a given kind of bar per meter of length, which is a constant value;

1 represents the unit length, that is, the payload value of the center of the concrete unit section per given meter with a given label, which is a constant value;

A _Y represents the total cross-sectional area of a given kind of reinforcing steel in the reinforced concrete basic member of a reinforced concrete basic member with a diameter Y;

It was found that by calculating multiple sets of test members (each group includes two test members with the same cross-sectional area but different rebar diameters and / or number of test members), the above-mentioned α (ie, unit length, that is, a given type per millimeter) The central net load value, or strength, of the unit section of the steel bar and β (that is, the unit length, that is, the central net load value, or strength, of the concrete unit section of a given label per linear meter) is kept constant. Therefore, the design value of the center strength of a given type of steel section per unit area, and the design value of the center strength of a concrete section with a given label per unit area (the design value has been deducted from the load on the auxiliary connecting ribs). According to the rules found above, various reinforcing bars (category, such as thread, round steel, etc .; grades, such as primary, secondary, etc.) or various reinforcements (such as angle steel, channel steel, etc.) and various concrete ( (Such as labels, etc.), so that the strength design values of these materials can be used to design the amount of reinforced concrete and the amount of concrete of the basic components of reinforced concrete in various reinforced concrete structures according to the following formula. The formula is:

Ρ _Ν = α Α + β C where,

P _N indicates the unit length of the basic component of the reinforced concrete, that is, each length of meter, excluding The center external payload of its own weight;

Represents the unit length, that is, the payload value of the center of the unit section of a given type of bar per meter, which is a constant value;

L represents the span of the reinforced concrete element;

Figures 2 and 3 show an elongated member, such as a beam, used in the reinforced concrete structure of the present invention, which can form the test member of the present invention. The cross-sectional size of the test member can be, for example, 150tnm X 150mm, and its span For example, in the range of 1 to 4 m, the beam uses a reinforced skeleton unit 4, which includes two side ribs 6 that are kept parallel, and a guiding rib 5 is formed between the two side ribs 6. The guiding rib 5 extends in a wavy or V shape between the two side ribs 6, and the guiding rib 5 is rigidly connected to the two side ribs 6, respectively, at the inflection points, and the guiding rib 5 is connected to two The root lateral tendons 6 collectively form a plurality of isosceles triangles, and these triangles are congruent triangles.

In addition, another reinforced concrete member shown in Figs. 4, 5, and 8 can also be used, which is also a long member, such as a beam. The beam can also form a test member of the present invention. It can be 150mm x 250mm. The beam includes a reinforced skeleton. The reinforced skeleton uses two reinforced skeleton units 4. The two reinforced skeleton units 4 are arranged vertically in double rows. The top and bottom ends of the two reinforced concrete units 4 They are connected in the horizontal direction by auxiliary connecting ribs 15 respectively. The auxiliary connecting ribs 15 also extend in a wave shape between the two rows of reinforced skeleton units 4 and are connected to the two rows of reinforced skeleton units 4. The reinforced skeleton units 4 The structure is the same as that of the reinforced skeleton unit shown in Figs. 2 and 3, that is, it includes two side ribs 6 which are kept parallel and a guiding rib 5 extending between the two side ribs 6 in a wave shape.

In addition, another reinforced concrete structure shown in Figs. 6, 7, and 8 can also be adopted, which is also a long-shaped member, such as a beam, which includes a reinforced skeleton, and the reinforced skeleton is composed of 4 reinforced skeleton units 4, They are arranged in two layers in the vertical direction and in two rows in the horizontal direction. The top and bottom of each row of the reinforced skeleton unit 4 are connected by 3 auxiliary connecting ribs 15, and the auxiliary connecting ribs 15 are also It extends in a wavy shape between two rows of reinforced skeleton units 4 and is connected to the two rows of reinforced skeleton units 4, each of which is the same as that shown in FIGS. 2 and 3.

As shown in FIGS. 9 to 11, the reinforced concrete structure of the present invention can also be used to form high-rise or multi-story buildings, such as office buildings or residential buildings. As shown in FIG. 9, the building includes vertical reinforced concrete The wall 7 and the reinforced concrete beam 8 extending horizontally, the reinforced concrete beam 8 and the above-mentioned reinforced concrete outer wall 7 are integrally cast together, that is, they are rigidly connected. The reinforced concrete beam in the above-mentioned reinforced concrete beam 8 is composed of 12 Reinforced skeleton unit 4 is composed of 4 layers, 3 rows, and each row of reinforced skeleton units 4 is connected by auxiliary connecting ribs 15, which are also connected to the reinforcing steel skeleton units 4 on both sides in a wave shape. The two reinforcing steel skeleton units 4 are the same as those shown in FIGS. 2 and 3. It should be noted here that the reinforcing steel in the beam% extends into the reinforcing steel skeleton in the outer wall 7 and is integrally connected to it, that is, the beam 8 A total of 15 side bars 6 on the upper and lower sides of each layer of the reinforced skeleton unit in the layer are connected to the reinforcing bars of the reinforced skeleton unit 4 in the wall 7 (extending in the vertical and drawing direction). Connected to the vertical ribs 12. The reinforcing steel skeleton in the outer wall 7 includes vertical bars 1 2, reinforcing steel frame units 4, connecting bars 1 connected between the reinforcing steel frame units 4, and auxiliary bars connected between the vertical reinforcing bars 12 (not shown in the figure). (Refer to the reference number 1 3 in FIG. 15). The function of the vertical ribs 12 is to end the upper and lower side ribs 6 of the multi-layer reinforced skeleton 4 arranged in a stacked manner in each row of the reinforced skeletons in the wall. Rigid restraints (ie, rigid connections) with suitable locations, so that the two ends of each reinforced skeleton unit 4 are consolidated, the verticality of the reinforced skeleton assembly is ensured, and the stabilizing effect is withstood by self-vibration.

FIG. 12 is a partial elevation view of a reinforced skeleton arrangement of the outer wall of the concrete entity shown in FIG. 9. The reinforced skeleton in the outer wall includes 21 layers of reinforced skeleton units 4 in the vertical direction. At the end of the outer wall, At the corners, a plurality of vertical ribs 12 are provided, and one vertical rib 12 is provided on each side of the window, which is rigidly connected to the side ribs of the corresponding reinforced skeleton unit, and its role is similar to that described above with respect to the vertical ribs 12 The same, that is, used to ensure stability, rigidity of the reinforcing steel skeleton, and vertical verticality, the reinforcing steel skeleton unit 4 in the outer wall is the same as that shown in FIGS. 2 and 3, and includes two side ribs 6 and a guiding rib 5 .

FIG. 13 is an elevation view of the reinforcement skeleton arrangement in the foundation structure in the reinforced concrete structure of the present invention. In the figure, a part of the reinforcement skeleton unit on the left side is a perspective structure. For example, if the cross-section is trapezoidal or frusto-conical, if the upper structure is a residential structure, the foundation piece forms the shallow foundation of the residential structure and is rigidly connected to the latter, such as being cast as a whole and used as the substructure. The base piece and the upper structure together form the reinforced concrete structure of the present invention, and the outside is covered with foam, such as a flame-resistant foam layer 10, in order to obtain moisture resistance, The functions of sound insulation, shock absorption, fire prevention, etc., the reinforcing steel skeleton in the basic part includes a reinforcing steel skeleton unit 4 extending along the paper surface direction and a reinforcing steel skeleton unit 4 extending inwardly of the paper surface in a direction perpendicular to the paper surface direction. In the paper direction, a total of 4 reinforcing steel frame units 4 are formed, which are stacked in a vertical direction to form 4 layers. In the vertical direction of the paper surface, there are a total of 6 reinforcing steel frame units 4 in the perspective portion of the first layer. That is, six rows of reinforced skeleton units 4 are also formed in the perspective part of the second floor, and six rows of reinforced skeleton units 4 are formed in the perspective part of the third floor. Four rows of reinforced skeleton units 4 are formed in the perspective part of the fourth floor. Two rows of reinforced skeleton units 4 are formed. In the perspective part, two vertical ribs 12 are also provided to resist self-vibration and ensure verticality and stability. They are connected with the reinforcing bars in the upper basic components, such as walls. The vertical bars 1 2 are connected.

As shown in FIGS. 14 and 15, as the reinforced concrete basic component in the structure of the present invention, an external wall 7 of the building can also be formed. The external wall 7 is integrally cast with the floor slab 25, and the external wall 7 is a laminated component. It includes a concrete inner layer, a concrete outer layer, and foam located between the concrete inner and outer layers, such as a flame retardant foam interlayer 10, and the reinforced skeleton unit 4 in the structure of the present invention is arranged in the concrete outer layer and the concrete inner layer, respectively. The corresponding reinforced skeleton unit 4 in the concrete outer layer and the concrete inner layer is connected by a connecting member 1 1 which is inclined from the elevation. At the corners of the outer wall, the inner and outer layers of the concrete are provided with The vertical ribs 12 (which have the same functions as described above), which play a role of rigid restraint and seismic resistance of the reinforced skeleton unit, are connected by auxiliary ribs 13 and the floor slab 25 is also a laminated component, which includes a concrete top layer and a concrete bottom layer. Foam between the top and bottom layers of the concrete, such as a flame-retardant foam interlayer 10, and a reinforced mesh 1 is formed in the top concrete layer in the floor 25 4. A reinforced mesh 14 is also formed in the concrete ground floor in the floor slab 25, and the two reinforced meshes 14 are connected by a connector 11 passing through the foam sandwich.

FIG. 16 is a perspective view showing the arrangement of the reinforcing steel skeleton in the reinforced concrete structure of the present invention having an external wall, a floor slab and a partition wall. In this structure, a vertical external wall 7 is included, which is shown in FIGS. 14 and 1 The laminated components shown in 5 include concrete inner and outer layers, foam interlayers 10, vertical ribs 12 at the appropriate locations (for example, corners, window sides), which have the same function as the front, and connect the inside and outside. The connecting piece 1 1 of the reinforced skeleton unit 4 also includes a partition wall 9 and a floor slab 25 in the illustrated structure. The structure is similar to that of the external wall 7. The floor slab 25 is the floor slab structure shown in Figs. The concrete top layer, the bottom layer, the foam interlayer 10, and the reinforced mesh 14 in the concrete top and bottom layers are integrally connected to the reinforcing bars in the partition wall 9 and the external wall 7 at both ends.

The reinforced concrete structure of the present invention can also be used in a tunnel or a dome building as shown in FIG. 18, such as a stadium. In this application field, the reinforced skeleton unit 4 is divided into two parts and arranged in an arc. In the shape part, the reinforcing steel skeleton unit 4 is arranged in a curved shape. The triangle-like shape formed by the guiding ribs 5 and the inner ribs 6 is identical. In addition, the triangle-like shape formed by the guiding ribs 5 and the outer ribs 6 is full. Equally, in the vertical portion supporting the arc-shaped portion, the reinforcing steel frame units 4 are arranged in a straight line, and multiple rows of reinforcing steel frame units 4 arranged in the horizontal direction are connected by auxiliary connecting ribs 15.

In the structure having a circular cross-section shown in FIG. 18, the triangle-like shape formed by the guide ribs 5 and the inner ribs 6 is congruent, and the triangle-like shape formed by the guide ribs 5 and the outer ribs 6 The shape is congruent, and along the longitudinal direction of the cylindrical structure, a plurality of rows of reinforcing steel frame units 4 can be provided, and they are connected by auxiliary connecting ribs 15.

FIG. 19 shows an elevation perspective view of a reinforcement skeleton arrangement in a reinforced concrete structure of the present invention for an outer wall, a floor slab and a partition wall. In the figure, a pre-tensioned wire mesh 16 is provided on the illustrated reinforcement skeleton, which is used for Large-area, large-span, high-rise building structures of various types, in order to enhance the stability of the overall force, earthquake resistance, crack resistance, and increase the modulus of elasticity. It is formed by cross stretching in all directions.

The reinforced concrete member in the reinforced concrete structure of the present invention may be integrally connected with the laminated member shown in FIG. 20, such as a floor slab. The laminated member is used in a case of a long size. In this case, since the concrete varies with temperature, The amount of expansion and contraction is large, so that expansion joints must be provided, but at the same time the integrity of the component is ensured. The laminated component shown in FIG. 20 includes a first concrete surface layer, a first concrete surface layer, and 1 The foam interlayer 1 0 between the concrete surface layers is respectively arranged with a reinforcing mesh 14 inside the first and first concrete surface layers, and the corresponding reinforcing meshes 14 disposed in the first and second concrete surface layers pass through The connecting members 11 of the foam interlayer are connected, and a plurality of expansion joints 19 are formed at a certain distance in the first concrete surface layer and the first concrete surface layer respectively. The bottom of the expansion joint extends to the foam interlayer and the expansion joint 19 Filled with foam.

The reinforced concrete structure of the present invention can be used to form a two-story house structure shown in FIG. 21, which includes an external wall 7, an intermediate wall 9, and a floor slab 25. The external wall 7 is the same as the external wall in the structure shown in FIG. 16, The partition wall 9 is the same as the partition wall in the structure shown in FIG. 16, and the floor slab 25 is the same as the external wall in the structure shown in FIG. 16. Vertical corners 1 2 ( Its effect is the same as described earlier).

The reinforced concrete structure of the present invention can also be used to form a long-span bridge. Figures 22 and 23 show the longitudinal main beams of the main force components in the long-span reinforced concrete bridge formed in accordance with the principles of the present invention and the steel bars inside the abutment. Skeleton arrangement and main beam shape, the main beam includes a cross beam 24, a side beam 21 at both ends, a middle beam 21, an end side beam 21 and a middle side beam 21 Between the longitudinal ribs 22, the longitudinal beams 21 at both ends extend simultaneously upwards and downwards in the vertical direction, wherein the upwardly extending portions can be used as railings or retaining walls, and the longitudinal beams 21 in the middle are simultaneously upwards and downwards in the vertical direction. A downward extension, wherein an upwardly extending portion can also be used as a separation belt or a wall, and a reinforcing steel frame unit 4 is arranged in the beam 24, and in the beam 24, expansion joints 19 staggered and arranged on both sides thereof are arranged at appropriate intervals, It is filled with a suitable material, such as foam. A foam layer (not shown) is provided in the middle of the beam along the longitudinal direction of the beam. In addition, the pre-tensioned steel wire mesh shown in FIG. 16. As shown in FIGS. 22 and 24 to 26, two or three rows of reinforced skeleton units 4 are arranged in the longitudinal beam 21 in the transverse direction, and they are connected by a plurality of auxiliary connecting ribs 15 in the vertical direction. There are multiple layers formed in it, such as a 4-layer reinforced skeleton unit 4, and the upper and lower side ribs in the multilayer reinforced skeleton unit 4 are rigidly connected with the vertical ribs (see FIG. 22). The vertical ribs 12 are arranged in the vertical direction at a certain interval in the vertical direction. Beam 12 inside It is located at the connection part between the longitudinal beam and the crossbeam, and is also located at the end of the longitudinal beam (not shown in the figure). It also plays a role of anti-seismic and stabilization. In the vertical direction, an intermittent extension is formed at the middle position of the longitudinal beam 21 Foam interlayer 10, the foam interlayer 10 extending in a longitudinal manner along the longitudinal beam in an intermittent manner. Within the range of the foam interlayer 10, expansion joints 19 and expansion joints are formed in the concrete top layer and the concrete bottom layer at appropriate intervals. 19 and the expansion joint I ^{9 of the} concrete bottom layer are staggered from each other. The expansion joint 19 is filled with a suitable material, such as foam, and two rows of reinforcing steel frame units 4 are also provided in the longitudinal ribs 22, which are connected by auxiliary connecting ribs 15, A plurality of ventilation holes 23 are also provided in the upwardly extending portion of the longitudinal beam 21 to reduce wind loads. The role of the above-mentioned beam 24 is to connect the longitudinal ribs 22 and the longitudinal beam 21 to bear loads in a local area and enhance Stability and rigidity. The ends of the main beam are rigidly connected with the abutment 25. The abutment includes an outer wall 两侧 on both sides, a middle wall 9 in the middle, and a top beam 8 on the top of the outer wall Ί and the wall 9. 8 A multi-layer reinforced steel skeleton unit 4 is arranged inside, and the outer wall 7 and the partition wall 9 are also equipped with a multilayer steel reinforced skeleton unit 4 inside. The abutment can be connected to the approach bridge (not shown in the figure), and it undertakes the bridge Area load and mutual tension stabilization of main bridge and approach bridge.

Claims

Rights request

1. A reinforced concrete structure with triangular universal guide and balanced load, comprising a plurality of reinforced concrete basic members, these reinforced concrete basic members are rigidly connected to each other, and the plurality of reinforced concrete basic members includes laminated members, The laminated component includes reinforced concrete layers on both sides, and a foam interlayer disposed between the reinforced concrete layers on the two sides, and corresponding reinforced skeletons are respectively arranged inside the reinforced concrete layers on the two sides. Reinforced skeleton units are composed of reinforced concrete layers on both sides of the reinforced concrete layer connected through the connector through the foam interlayer, the reinforced skeleton unit includes side ribs that are parallel to each other and between the side ribs on the two sides The guiding rib extends between the side ribs on both sides in a wavy manner in the following manner: Each inflection point in the guiding rib is rigidly connected to the side ribs on the two sides and is located at The side ribs on one side and the guide ribs form a triangle, and all three on the other side The shape is a triangle. In addition, in the structure, vertical steel bars that are rigidly connected to the side bars in both sides of the steel bar skeleton unit are provided. The steel bar amount and concrete amount of the steel bar skeleton in the laminated reinforced concrete basic member are as follows: Determined by the formula, the formula is:

Ρ _Ν = α Α + β C where,

p _N represents the unit length of the basic component of the reinforced concrete, that is, the central external load carried by each meter, excluding its own weight;

7 represents the total external load to which the reinforced concrete basic member is subjected;

L represents the span of the reinforced concrete element;

The above α and β are determined by the following formula, which is:

among them,

Ρ represents the central load of a reinforced concrete basic member with a diameter of Υ and a smaller diameter of the reinforced concrete basic member, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member using a reinforced concrete member with a diameter of X;

2. The structure according to claim 1, characterized in that the reinforcing steel skeleton units in the structure are arranged in multiple rows, and the reinforcing steel skeleton units of adjacent rows are rigidly connected through auxiliary connecting ribs, and the auxiliary connecting ribs are wavy in shape. The inflection points of adjacent rows of reinforced skeleton units are rigidly connected to each row of reinforced skeleton units. The above-mentioned multiple reinforced concrete basic members also include a member formed by a concrete entity and a reinforced skeleton located inside the concrete entity. The reinforcing steel skeleton consists of a reinforcing steel skeleton unit, which is the same as the reinforcing steel skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as the reinforcing steel skeleton in the above-mentioned laminated reinforced concrete basic component. The method of determining the amount of reinforcing steel and the amount of concrete is the same. The reinforcing steel in the above-mentioned reinforcing steel skeleton unit is a threaded steel bar, a round steel bar, or a long steel member such as an angle steel, a channel steel, and an I-beam.

3. The structure according to claim 1, characterized in that the reinforcing steel skeleton in the above structure comprises a multilayer reinforcing steel skeleton unit, that is, a plurality of reinforcing steel skeleton units are superimposed on each other, and the vertical steel bar and each layer of the reinforcing steel skeleton unit The rigid connection of the side bars on both sides, and the above-mentioned multiple steel bars are coagulated The basic soil component also includes the following components, which include a concrete layer on both sides and a foam interlayer between the concrete layers on both sides. Reinforced meshes are arranged inside the concrete layers on both sides. The corresponding reinforcing steel meshes are connected by a connecting member passing through the foam interlayer, and the above-mentioned basic members are further provided with prestressed reinforcing steel.

4. A reinforced concrete structure with triangular universal guide balanced load, comprising a plurality of reinforced concrete basic members, these reinforced concrete basic members are rigidly connected to each other, and the plurality of reinforced concrete basic members includes laminated members, The laminated component includes a concrete layer on both sides, and a foam interlayer provided between the concrete layers on the two sides. In addition, the laminated component further includes a reinforced skeleton, which passes through the concrete layer on the two sides. The foam sandwich is integrally provided. The above-mentioned reinforcing steel skeleton is composed of a reinforcing steel skeleton unit. The reinforcing steel skeleton unit includes side ribs on both sides that are kept parallel to each other, and a guiding rib located between the side ribs on the two sides. The ribs extend in a wave shape between the side ribs on both sides in the following manner: each inflection point in the guide rib is rigidly connected to the side ribs on the two sides, and the side ribs on the one side and the guide force are rigidly connected. The ribs form a triangle, and the side ribs on the other side form a triangle with the guiding ribs. In addition, the structure is provided with a reinforcing steel skeleton. Vertical reinforcement rib side of both sides of the rigid connection element, said multilayer reinforced concrete and reinforced concrete dosage amounts reinforced concrete skeleton member is substantially determined in accordance with the following formula that is:

Ρ _Ν = α Α + β C where,

C indicates to be confirmed in this reinforced concrete element

Area

Ρτ represents the external total load to which the reinforced concrete basic member is subjected; L represents the span of the reinforced concrete element;

The above α and P are determined by the following formula, which is:

among them,

5. The structure according to claim 4, characterized in that the reinforcing steel skeleton units in the structure are arranged in multiple rows, and the reinforcing steel skeleton units of adjacent rows are rigidly connected by auxiliary connecting ribs, and the auxiliary connecting ribs are wavy in shape. The inflection points of adjacent rows of reinforced skeleton units are rigidly connected to each row of reinforced skeleton units. The above-mentioned multiple reinforced concrete basic members also include a member formed by a concrete entity and a reinforced skeleton located inside the concrete entity. The reinforcing steel skeleton consists of a reinforcing steel skeleton unit, which is the same as the reinforcing steel skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as the reinforcing steel skeleton in the above-mentioned laminated reinforced concrete basic component. The method of determining the amount of reinforcing steel and the amount of concrete is the same. The reinforcing steel in the above-mentioned reinforcing steel skeleton unit is a threaded steel bar, a round steel bar, or a long steel member such as an angle steel, a channel steel, and an I-beam.

6. The structure according to claim 4, characterized in that the steel skeleton package in the structure It includes multiple layers of reinforced skeleton units, that is, multiple reinforced skeleton units are stacked on top of each other. The above-mentioned vertical steel bars are rigidly connected to the side bars on both sides of each layer of reinforced skeleton units. In addition, the above-mentioned multiple reinforced concrete basic components also include the following: The component includes a concrete layer on both sides, and a foam interlayer between the concrete layers on both sides. Reinforced meshes are respectively arranged inside the concrete layers on both sides, and the corresponding reinforced meshes in the concrete layers on both sides are arranged. Pre-stressed steel bars are also provided in the basic components through connection through the connecting members passing through the foam interlayer.

7. A reinforced concrete structure with triangular universal guide and balanced load, comprising a plurality of reinforced concrete basic components, these reinforced concrete basic components are rigidly connected to each other, and the plurality of reinforced concrete basic components includes laminated components, The laminated component includes reinforced concrete on both sides

3

3 intermittently extending foam interlayers, corresponding reinforced skeletons are respectively arranged inside the reinforced concrete layers on both sides, the above reinforced skeletons are composed of reinforced skeleton units, and the reinforced concrete layers in the reinforced concrete layers on both sides pass through the foam interlayers Expansion joints are connected at the two sides of the reinforced concrete layer at appropriate intervals to separate the concrete layer without breaking the reinforcement in the reinforced skeleton unit. The expansion joints are arranged in the foam sandwich. Within the range, the bottom of the expansion joints extends to the above foam interlayer, and the interior of each expansion joint is filled with foam. In addition, the expansion joint in the reinforced concrete layer on one side and the expansion joint in the reinforced concrete layer on the other side are staggered from each other. The reinforcing steel skeleton unit includes side ribs that are kept parallel to each other on both sides, and a guiding rib located between the side ribs on the two sides, and the guiding rib extends in a wave shape between the side ribs on both sides in the following manner. The method is: each inflection point in the guide rib is respectively rigidly connected to the side ribs on the above two sides, and The ribs form a triangle, and the side ribs on the other side form a triangle with the guiding ribs. In addition, in the structure, vertical steel bars that are rigidly connected to the side ribs on both sides of the reinforcement frame unit are provided. The above-mentioned laminated reinforced concrete The amount of steel bars and concrete used in the steel frame of the basic member is determined according to the following formula, which is:

Ρ _Ν = α Α + β C where,

o represents the unit length, that is, the load value of the center of the unit cross section of a given type of bar per meter, which is a constant value; A represents the total cross-sectional area of a given type of steel bar in the reinforced concrete basic member to be determined;

P represents the unit length, that is, the payload value of the center of the concrete unit cross section given a given number of extensions, which is a constant value; area;

L represents the span of the reinforced concrete element;

The above c and β are determined by the following formula, which is:

among them,

P represents the unit length, that is, the payload value of the center of the concrete unit section with a given label per length of meter, which is a constant value;

8. The structure according to claim 7, characterized in that the reinforcing steel skeleton units in the structure are arranged in multiple rows, and the reinforcing steel skeleton units of adjacent rows are rigidly connected through auxiliary connecting ribs, and the auxiliary connecting ribs are wavy in shape. The inflection points of adjacent rows of reinforced skeleton units are rigidly connected to each row of reinforced skeleton units. The above-mentioned multiple reinforced concrete basic components also include concrete entities and A component formed by a reinforcing steel skeleton inside the concrete entity, the reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, the reinforcing steel skeleton unit is the same as the reinforcing steel skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel in the component is the same as that of the concrete The amount of use is the same as the method of determining the amount of reinforcement and the amount of concrete in the above-mentioned laminated reinforced concrete basic members. The reinforcement in the above-mentioned reinforcement skeleton unit is threaded steel bar, round steel bar, or angle steel, channel steel, I-shaped steel, etc. Long steel parts.

9. The structure according to claim 7, characterized in that the reinforcing steel skeleton in the above structure comprises a plurality of reinforcing steel skeleton units, that is, a plurality of reinforcing steel skeleton units are superimposed on each other, and the vertical steel bar and each layer of the reinforcing steel skeleton unit The rigid connection of the side bars on both sides. The above-mentioned multiple reinforced concrete basic members also include the following members, which include a concrete layer on both sides, a foam interlayer between the concrete layers on both sides, and a concrete layer on both sides. Reinforced meshes are respectively arranged in the interior, and the corresponding reinforced meshes in the concrete layers on both sides are connected by a connector that passes through the foam interlayer, and the above-mentioned basic components are also provided with prestressed reinforcement.

10. A triangle universal guide balanced reinforced concrete structure comprising a plurality of reinforced concrete basic members, these reinforced concrete basic members are rigidly connected to each other, and the plurality of reinforced concrete basic members include laminated members, The laminated member includes reinforced concrete sandwiches or foam interlayers extending intermittently on both sides. In addition, the laminated member also includes a reinforcing steel skeleton formed by passing through the concrete layer and foam sandwich on both sides. As a whole, the above-mentioned reinforcing steel skeleton is composed of a reinforcing steel skeleton unit, and the reinforcing steel skeletons on the two sides of the reinforced concrete layer are connected by a connector that passes through the foam interlayer, and concrete is formed in the reinforced concrete layers on both sides according to appropriate intervals. Expansion joints where the layers are broken without breaking the reinforcing bars in the reinforcement skeleton unit, the expansion joints are arranged in the range extended by the foam sandwich, the bottom of the expansion joint extends to the foam sandwich, and the interior of each expansion joint is filled with Foam, the expansion joints in the reinforced concrete layer on the other side are coagulated with the reinforcing steel on the other side The expansion joints in the layer are staggered from each other. The reinforcing steel frame unit includes side ribs that are parallel to each other on both sides, and a guide rib located between the side ribs on the two sides. The guide rib is below the side ribs on both sides. The method extends in a wavy shape, and the method is as follows: each inflection point in the guiding rib is rigidly connected with the side ribs on the two sides, and the side rib on one side forms a triangle with the guiding rib, and is provided in the structure. There are vertical steel bars that are rigidly connected to the side bars on both sides of the reinforced steel frame unit. The steel bars and concrete quantities of the steel bars in the above-mentioned laminated reinforced concrete basic components are determined according to the following formula, which is: Ρ _Ν = Α + β C where,

PN represents the unit length of the basic component of the reinforced concrete, that is, the central external load of each length of meter, excluding its own weight;

P is the unit length, that is, the load value of the center of the concrete unit section per given meter with a given label, which is a constant value;

Ρτ represents the total external load on the reinforced concrete element;

L represents the span of the reinforced concrete element;

The above α and β are determined by the following formula, which is:

among them,

AY indicates the use of steel bars with a diameter of Y. The total cross-sectional area of a given kind of reinforcement;

11. The structure according to claim 10, characterized in that the reinforcing steel skeleton units in the structure are arranged in multiple rows, and the reinforcing steel skeleton units of adjacent rows are rigidly connected by auxiliary connecting ribs, and the auxiliary connecting ribs are wavy The shape extends between adjacent rows of reinforced skeleton units, and its inflection point is rigidly connected to each row of reinforced skeleton units. The plurality of reinforced concrete basic members further include a member formed by a concrete entity and a reinforced skeleton located inside the concrete entity. The reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, which is the same as the reinforcing steel skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as that in the above-mentioned laminated reinforced concrete basic component. The method of determining the amount of reinforcing steel and the amount of concrete in the reinforcing steel skeleton is the same. The reinforcing steel in the foregoing reinforcing steel skeleton unit is a threaded steel bar, a round steel bar, or a long steel member such as an angle steel, a channel steel, and an I-beam.

12. The structure according to claim 11, characterized in that the reinforcing steel skeleton in the above structure comprises a multilayer reinforcing steel skeleton unit, that is, a plurality of reinforcing steel skeleton units are superimposed on each other, and the vertical reinforcement and each layer of the reinforcing steel skeleton unit The rigid connection of the side ribs on both sides of the middle, the above-mentioned multiple reinforced concrete basic members also include the following members, which include a concrete layer on both sides, and a foam sandwich between the concrete layers on both sides, and concrete on both sides Reinforced meshes are arranged inside the layers, and the corresponding reinforced meshes in the concrete layers on both sides are connected by a connector that passes through the foam sandwich. The reinforced skeleton includes multiple layers of reinforced skeleton units, that is, multiple reinforced skeleton units are stacked on top of each other. Together, the above-mentioned basic components are also provided with prestressed steel bars.

1 3. A triangle universal guide balanced reinforced concrete structure comprising a plurality of reinforced concrete basic members, these reinforced concrete basic members are rigidly connected to each other, and the plurality of reinforced concrete basic members includes laminated members The laminated component includes a concrete layer on both sides, and a foam interlayer provided between the concrete layers on the two sides, and a reinforcing steel frame is provided inside the concrete layer on one side, and one end of the reinforcing steel frame and the connecting bar is provided. The connection rib passes through the foam interlayer, and the other end thereof is located inside the concrete layer on the other side. The reinforcing steel skeleton is composed of a reinforcing steel skeleton unit. The reinforcing steel skeleton unit includes side ribs that are parallel to each other on both sides, and is located on the two sides. A guiding rib between the side ribs on the side, the guiding rib extending in a wave shape between the side ribs on both sides in the following manner: each inflection point in the guiding rib is respectively different from the The side bars are rigidly connected. The side bars on one side and the guide bars form a triangle, and the side bars on the other side The side bars and the guiding bars form a triangle. In addition, in the structure, vertical steel bars that are rigidly connected to the side bars on both sides of the reinforcing steel frame unit are provided. The dosage is determined according to the following formula, which is:

Ρ _Ν = α Α + β C where,

α represents the unit length, that is, the load value of the center of the cross section of a given type of steel bar per meter.

3

It is a constant value; 8

L represents the span of the reinforced concrete element;

The above c (and β are determined by the following formula, which is:

among them,

P _Υ represents the central load of a reinforced concrete basic member with a diameter of Υ and a smaller diameter of the reinforced concrete basic member, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member with a reinforced concrete member having a diameter of X; Ax represents the total cross-sectional area of a given kind of reinforcing steel in the reinforced concrete basic member of the reinforced concrete basic member with a diameter of X;

14. The structure according to claim 13, wherein the reinforcing steel skeleton units in the structure are arranged in multiple rows, and the reinforcing steel skeleton units of adjacent rows are rigidly connected by auxiliary connecting ribs, and the auxiliary connecting ribs are wavy. The shape extends between adjacent rows of reinforced skeleton units, and its inflection point is rigidly connected to each row of reinforced skeleton units. The plurality of reinforced concrete basic members further include a member formed by a concrete entity and a reinforced skeleton located inside the concrete entity. The reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, which is the same as the reinforcing steel skeleton unit in the above-mentioned laminated component, and the amount of reinforcing steel and concrete in the component is the same as that in the above-mentioned laminated reinforced concrete basic component. The method of determining the amount of reinforcing steel and the amount of concrete in the reinforcing steel skeleton is the same. The reinforcing steel in the foregoing reinforcing steel skeleton unit is a threaded steel bar, a round steel bar, or a long steel member such as an angle steel, a channel steel, and an I-beam.

15. The structure according to claim 13, wherein the reinforcing steel skeleton in the above structure comprises a multilayer reinforcing steel skeleton unit, that is, a plurality of reinforcing steel skeleton units are superimposed on each other, and the vertical reinforcing bar and each layer of the reinforcing steel skeleton. The rigid connection of the side bars on both sides of the unit. In addition, the above-mentioned multiple reinforced concrete basic members also include the following members, which include a concrete layer on both sides and a foam interlayer between the concrete layers on both sides. Reinforced connections are respectively arranged inside the concrete layer of the concrete layer, and the above-mentioned basic components are also provided with prestressed reinforcement.

16. A triangular universal guiding balanced reinforced concrete structure comprising a plurality of reinforced concrete basic members, these reinforced concrete basic members are rigidly connected to each other, and the plurality of reinforced concrete basic members includes a concrete entity and a A component formed by a reinforcing steel skeleton inside the concrete entity, the reinforcing steel skeleton in the component is composed of a reinforcing steel skeleton unit, and the reinforcing steel skeleton unit includes side ribs on both sides which are kept parallel to each other, and a guide between the side ribs on the two sides. A power rib, which extends in a wave shape between the side ribs on both sides in the following manner, in the following manner: each inflection point in the guide rib is rigidly connected to the side ribs on the two sides and is located on one side And the side ribs on the other side form a triangle, and The structure is provided with vertical steel bars that are rigidly connected to the side bars on both sides of the reinforced steel frame unit. The steel bar and steel used in the steel reinforced concrete basic member are determined according to the following formula, which is:

Ρ _Ν = α Α + β C where,

Ρτ represents the total external load on the reinforced concrete element;

L represents the span of the reinforced concrete element;

The above cc and β are determined by the following formula, which is:

among them,

Ρ represents the central load of a reinforced concrete basic member with a diameter of Υ and a smaller diameter of the reinforced concrete basic member, and the total cross-sectional area of the basic member is the same as that of the reinforced concrete basic member with a reinforced concrete member having a diameter of X; Ax represents the total cross-sectional area of a given kind of reinforcing steel in the reinforced concrete basic member of the reinforced concrete basic member with a diameter of X;

17. The structure according to claim 16, wherein the reinforcing steel skeleton units are arranged in multiple rows, and the reinforcing steel skeleton units of adjacent rows are connected by auxiliary connecting ribs, and the auxiliary connecting ribs are adjacent to each other in a wave shape. The rows of reinforcing steel skeleton units extend between its inflection points and each row of reinforcing steel skeleton units are rigidly connected. In addition, the above-mentioned multiple reinforced concrete basic members also include the following members, which include concrete layers on both sides and concrete layers on both sides Reinforced meshes are arranged inside the concrete layers on both sides, and the corresponding reinforced meshes in the concrete layers on both sides are connected by a connector that passes through the foamed sandwich layer. Rebar, round bar, or long steel parts such as angle, channel, and I-beam.

18. The structure according to claim 16, characterized in that the reinforcing steel skeleton in the above structure comprises a multilayer reinforcing steel skeleton unit, that is, a plurality of reinforcing steel skeleton units are superimposed on each other, and the vertical reinforcement and each layer of the reinforcing steel skeleton unit For the rigid connection of the side bars on both sides, prestressed steel bars are also provided in the basic component.