US20130337275A1 - Construction element made of adobe - Google Patents
Construction element made of adobe Download PDFInfo
- Publication number
- US20130337275A1 US20130337275A1 US13/882,125 US201113882125A US2013337275A1 US 20130337275 A1 US20130337275 A1 US 20130337275A1 US 201113882125 A US201113882125 A US 201113882125A US 2013337275 A1 US2013337275 A1 US 2013337275A1
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- Prior art keywords
- adobe
- assembling
- clay
- construction element
- activatable
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
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-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/001—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing unburned clay
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0273—Adhesive layers other than mortar between building elements
- E04B2002/0278—Adhesive layers other than mortar between building elements forming a unity with the building elements
Definitions
- the invention relates to construction elements made of compressed adobe.
- the invention also relates to a method for assembling a portion of a building using such elements.
- Stabilised adobe has also been the subject of interest in Western countries particularly due to the properties thereof which are in line with a sustainable development approach: excellent durability, reduction of transport and processing costs (particularly without any energy expenditure), high thermal inertia, easy recycling of debris, etc.
- the stabilisation of clay adobe which is intended to reduce the water sensitivity thereof and increase the strength thereof, may be performed by compression/compaction and/or by means of a chemical process, for example by adding lime.
- stabilised adobe including rammed clay and compressed clay blocks. However, these techniques require a large amount of time and labour.
- adobe is also of aesthetic interest, since it enables great architectural variety along with shapes of complex appearances: walls, partitions, arches, domes, cornices, decorative facade elements, etc.
- Such construction elements made of compressed clay adobe are known, for example, in the document FR 2 861 010 disclosing a method for prefabricating stabilised architectonic elements made of rammed earth. However, the assembly of these elements is not described therein.
- the documents FR 2 936 534 and FR 2 509 344 relate to stabilised compressed clay blocks having profiles enabling the interlocking and self-alignment thereof for assembling walls.
- the blocks are rigidly connected together with adhesive or mortar.
- the international application WO 1986/06 126 relates to self-interlocking blocks made of cold-stabilised hypercompressed blocks for joint-free wall building.
- the stability of these blocks is provided by liquid mortar injections.
- the document FR 2 638 187 relates to a construction block made of compressed clay wherein the exposed surfaces each consist of an erosion protection plate.
- the connection between the blocks is provided using mortar as a binder.
- the international application WO 2008/062 299 relates to stabilised clay blocks comprising an inner portion made of non-stabilised clay and a thin layer of stabilised clay on one or two surfaces, wherein said surfaces serve to protect the wall constructed with such blocks against moisture, weathering and abrasion.
- the clay blocks are connected with mortar.
- One aim of the invention is that of providing a construction element made of compressed clay adobe having properties which are in line with sustainable development while enabling the production of portions of buildings under optimal conditions in respect of mechanical strength (stability) and productivity.
- construction element denotes in the present application any element, whether supporting or not, suitable for being used in the field of construction, such as a masonry element, a partition element, a floor element, an exterior or interior cladding element, an exterior or interior decorative element, etc.
- the construction element made of compressed adobe according to the invention is suitable for being joined on at least one of the surfaces thereof with an adjacent element via a layer including an activatable gellable mixture extending over the at least one surface of the element.
- This layer may be obtained in various ways, for example by applying a coating or by filling in a mould.
- this gellable mixture is liable to cause the surfaces of the adjacent elements in contact to react with each other over a specific depth.
- the materials interact and are joined under the effect of physicochemical phenomena, interconnecting the elements in-depth without forming a joint and thus promoting the stability of the portions of buildings assembled in this way.
- the advantage of this method is that of being able to use natural elements which are plentiful and non-toxic for this gellable mixture, which does away with any problems in respect of transporting and/or recycling construction waste.
- a further aim of the invention is that of achieving a particular aesthetic effect using a type of adobe which is generally neglected due to the mechanical properties thereof.
- the clay adobe used in the construction elements according to the invention is characterised by a plasticity index preferably between 10 and 35 (indicative values for “plastic” clays), and more preferably greater than 35 (indicative values for “highly plastic” clays such those comprising smectite including bentonite).
- plasticity index preferably between 10 and 35
- highly plastic clays such those comprising smectite including bentonite.
- the clay adobe is supplemented with 3 to 10% lime by weight before compression.
- these contents enable, surprisingly, short, medium and long-term pozzolanic reactions to have a very beneficial extent, particularly when using plastic to highly plastic clays, for durability and for the erosion and compression resistance of the construction element according to the invention.
- the clay adobe advantageously comprises insofar as possible a smectite to be chosen from montmorillonite and any type of bentonite, preferably containing calcium. These smectite contents promote the waterproofing and thus the frost resistance of the construction elements.
- the activatable gellable mixture incorporated in the construction element comprises smectite having a moderate swelling potential, to be chosen from montmorillonite and any type of bentonite, preferably containing calcium.
- smectite having a moderate swelling potential
- montmorillonite and any type of bentonite, preferably containing calcium.
- These clays which may swell during activation, amplify the aggregation phenomenon at the interface between adjacent elements.
- they are, when the elements are stabilised with lime, the most reactive in respect of same and stimulate pozzolanic reactions of lime, maximising the stabilisation of the construction.
- the activatable gellable mixture preferably comprises siliceous sand or any other permeable inert material, having a grain size between 0.02 and 5 mm. This ensures in-depth activation of the layer of activatable gellable mixture, which may further comprise fine clay particles having a plasticity index greater than 35.
- the construction element according to the invention comprises, on at least one of the aggregation surfaces thereof, grooves suitable for engaging, following activation, with the grooves of the adjacent element which are arranged perpendicularly to the grooves of the first element, so as to accentuate the aggregation of the elements together.
- a further aim of the invention is that of providing a method for assembling a portion of a building using clay adobe elements having properties in line with sustainable development requirements, enabling the production thereof under optimal conditions in respect of mechanical strength (stability) and productivity.
- the method for assembling a portion of a building comprises the provision of a mould and the filling thereof with a clay adobe which is subsequently compressed.
- a construction element is thus formed and then removed from the mould.
- a layer comprising an activatable gellable mixture is then present on at least one of the surfaces of the construction element which is then dried.
- the surfaces to be assembled of first and second construction elements are washed or sprayed so as to activate the gellable mixture. These surfaces are placed in contact and pressed against each other. Under the effect of the activated gelled mixture, the contact zone softens and may swell slightly. The two adjacent elements are joined. The portion of the building is then left to dry.
- the portions of buildings produced according to the method according to the invention have, due to the mutual aggregation of the constituent construction elements, an increased mechanical strength, which is advantageous, particularly in areas with seismic activity.
- This method also has the advantage that the operations for applying the layer of gellable mixture and washing for the reactivation thereof are both extremely simple and quick. This technique thus promotes productivity and accessibility to low-skilled labour encountered in large numbers in low-income countries.
- the method according to the invention also has a favourable impact on the environment and sustainable development. It particularly enables the reuse of local non-agricultural clays which, in many cases, are an almost inexhaustible source of material. The method requires practically no energy and does not use chemicals. Moreover, the constructions are, after demolition, readily recyclable.
- the assembly method according to the invention fits in perfectly with the development of an economy focussing on profitability, durability and improving human living conditions. Furthermore, it is applicable practically everywhere, regardless of the level of local development in question.
- the operation for filling the mould with clay adobe is simultaneous with the operation for producing the layer comprising the activatable gellable mixture.
- a layer of the activatable gellable mixture is placed on at least one of the surfaces of the mould, the remainder of the volume consisting of clay adobe.
- the method according to the invention also has an aesthetic impact, since, due to the aggregation of the construction elements forming the portion of the building, there are no joints, except in the case of moulded joints on manufacturing the element.
- the portion of the building may thus have the external appearance of a covering, making it possible to save on the application of a levelling coat.
- the operation for drying the construction element is advantageously oven-drying, which is preferably performed at 100° C. and 100% humidity.
- the drying may also take place in an autoclave under vapour pressure.
- the elements are stored in such a way as to preserve the humidity obtained during the oven-drying or autoclave vapour treatment as long as possible. Maintaining this humidity prevents any lime carbonation and thus maximises the lime available for pozzolanic reactions, increasing the extent thereof and thus enhancing the stability of the elements.
- the wash is preferably a limewash.
- the wash may comprise fine clay particles having a plasticity index greater than 35 and/or a small quantity of siliceous sand or any other conductive material of the wash.
- This conductive material should enable, by enabling easier penetration of the wash in the activatable gellable layer, the in-depth activation thereof.
- a clay adobe having a plasticity index preferably between 10 and 35, and more preferably greater than 35 is advantageously used.
- These clays routinely used in the field of pottery and the earthenware industry, give the construction element a very low surface porosity and thus a higher quality finish.
- clay adobe comprising 3 to 10% by weight of lime before compression is advantageously used.
- these contents enable, surprisingly, short, medium and long-term pozzolanic reactions to have a very beneficial extent, particularly when using plastic to highly plastic clays, for durability and for the erosion and compression resistance of the construction element according to the invention.
- clay adobe comprising insofar as possible a smectite to be chosen from montmorillonite and any type of bentonite, preferably containing calcium, is used.
- a smectite to be chosen from montmorillonite and any type of bentonite, preferably containing calcium, is used.
- a gellable mixture comprising smectite having a moderate swelling potential, to be chosen from montmorillonite and any type of bentonite, preferably containing calcium, is advantageously used in the assembly method according to the invention.
- These clays which may swell during activation, amplify the aggregation phenomenon at the interface between adjacent elements.
- a gellable mixture comprising fine clay particles having a plasticity index greater than 35 is preferably used.
- this mixture also contains siliceous sand or any other permeable inert material, having a grain size between 0.02 and 5 mm so as to ensure in-depth penetration of the wash in the layer of gellable mixture.
- FIG. 1 schematically represents a perspective view of a portion of a building (in this case, a construction block) according to the method according to the invention
- FIGS. 2 a to 2 c and FIG. 3 are sectional views along the plane II-II in FIG. 1 of various stages of assembly of two construction elements in FIG. 1 .
- FIGS. 4 a and 4 b show a construction element according to the invention provided with grooves on the assembly surfaces thereof.
- FIG. 5 shows the operation for filling with clay adobe and activatable gellable mixture before compression according to one embodiment of the method according to the invention.
- FIG. 1 shows a construction element (in this case a building block) 1 cut along a plane II-II.
- FIG. 2 a shows the cross-section of this construction element 1 wherein two surfaces 4 are provided with a layer comprising an activatable gellable mixture 5 .
- an activator or in this case a limewash 7
- FIG. 2 b shows the assembly of two elements 1 on the surface 4 .
- an activator or in this case a limewash 7
- FIG. 2 c shows the assembly of two elements 1 on the surface 4 .
- the bond between the elements 1 is thus not superficial but extends in-depth. Moreover, the effects of swelling cause, by reaction, further compression along the arrows 15 in each element 1 . These aggregation and compression phenomena are beneficial for the stability of a portion of a building consisting of such construction elements 1 .
- the resulting stabilisation of the elements 1 is essentially due to the dissolution of the clay minerals in the alkaline environment created by the lime and the recombination of the silica (SiO 2 ) and alumina (Al 2 O 3 ) (generally found in highly plastic clay adobes) in clays and feldspars in the presence of calcium to form aluminium and calcium complex silicates cementing inert particles (of quartz, for example) together.
- the pozzolanic reactions are amplified further in the event of oven-drying or autoclave vapour pressure treatment of the construction elements, which helps smooth the mechanical performances of the construction elements, which thus particularly become suitable as supporting elements.
- the calcium in question is obtained equally well from the adobe and the limewash when it has diffused into the adobe during assembly.
- FIGS. 4 a and 4 b show a construction element 1 provided with longitudinal grooves on the top surface 4 thereof and with transverse grooves on the bottom surface 4 thereof.
- the grooves of the top surface 4 receive the wash.
- the surfaces are grooved in order to increase the contact surface area developed with the wash and thus the extent of the activation and the subsequent physicochemical phenomena.
- the perpendicular arrangement of the grooves of adjacent overlaid elements 1 means that there is no interlocking of the grooves, preventing an overflow of limewash towards the shoulders 17 and thus a loss of product for activating the activatable gellable layer.
- the distance between the shoulders 17 of two overlaid adjacent elements 1 is used to control the subsidence of the contact area resulting from the activation.
- the mutually perpendicular arrangement of the grooves also aids the subsidence of the contact area, following activation, of two overlaid adjacent elements 1 .
- the grooves reduce in size as the contact area subsides and force the limewash to diffuse within the elements 1 . Consequently, the grooves have a favourable impact on the quality of the construction and the productivity of the method.
- FIG. 5 shows, in four phases ( 5 . 1 to 5 . 4 ), the operation for filling a mould, wherein three layers are successively formed: a first layer of activatable gellable mixture followed by a layer of clay adobe, followed by a second layer of activatable gellable mixture. The whole consisting of these three layers is then compressed (phase 5 . 5 ). Unlike coating, a water-free gellable layer is used.
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Abstract
The present invention relates to a construction element (1) made of compressed clay adobe, capable of being joined, on at least one of the surfaces (4) thereof, with an adjacent element via a layer including an activatable gellable mixture (5) extending over the at least one surface (4) of the element. The invention also relates to a method for assembling a portion of a building using such elements (1).
Description
- The invention relates to construction elements made of compressed adobe.
- The invention also relates to a method for assembling a portion of a building using such elements.
- Adobe has been used as a construction material for thousands of years. It continues to be the most widely used construction material worldwide. One third of the human race lives in a home made of adobe, i.e. over two billion people in 150 countries, most often in the Third World.
- Stabilised adobe has also been the subject of interest in Western countries particularly due to the properties thereof which are in line with a sustainable development approach: excellent durability, reduction of transport and processing costs (particularly without any energy expenditure), high thermal inertia, easy recycling of debris, etc. The stabilisation of clay adobe, which is intended to reduce the water sensitivity thereof and increase the strength thereof, may be performed by compression/compaction and/or by means of a chemical process, for example by adding lime. There are various techniques for using stabilised adobe, including rammed clay and compressed clay blocks. However, these techniques require a large amount of time and labour.
- Further advantages of adobe lie in the fireproof and healthy, particularly hypoallergenic, nature thereof.
- Moreover, the use of adobe is also of aesthetic interest, since it enables great architectural variety along with shapes of complex appearances: walls, partitions, arches, domes, cornices, decorative facade elements, etc.
- Architects and contractors working with adobe are striving to spread this construction method of the future, which is economical, healthy and flexible in respect of the applications thereof and has a small environmental footprint. For this purpose, these contractors aim to increase the quality of their buildings and their productivity while reducing labour costs as much as possible.
- Such construction elements made of compressed clay adobe are known, for example, in the document FR 2 861 010 disclosing a method for prefabricating stabilised architectonic elements made of rammed earth. However, the assembly of these elements is not described therein.
- This observation also applies for the application FR 2 527 136 relating to a method for stabilising construction elements made of compressed clay by means of dynamic compaction of a clay-water-binder mixture with a free falling mass.
- The documents FR 2 936 534 and FR 2 509 344 relate to stabilised compressed clay blocks having profiles enabling the interlocking and self-alignment thereof for assembling walls. The blocks are rigidly connected together with adhesive or mortar.
- The international application WO 1986/06 126 relates to self-interlocking blocks made of cold-stabilised hypercompressed blocks for joint-free wall building. The stability of these blocks is provided by liquid mortar injections.
- The document FR 2 638 187 relates to a construction block made of compressed clay wherein the exposed surfaces each consist of an erosion protection plate. The connection between the blocks is provided using mortar as a binder.
- The international application WO 2008/062 299 relates to stabilised clay blocks comprising an inner portion made of non-stabilised clay and a thin layer of stabilised clay on one or two surfaces, wherein said surfaces serve to protect the wall constructed with such blocks against moisture, weathering and abrasion. The clay blocks are connected with mortar.
- In these five documents mentioned above, the compressed clay blocks described are assembled traditionally using means such as adhesive or mortar.
- These traditional means involve a number of drawbacks. Firstly, they only enable superficial adherence between the construction elements. Moreover, the manufacture thereof generally requires a non-negligible amount of energy and the recycling thereof after the demolition of buildings assembled in this way is difficult, which is unfavourable for the environmental footprint thereof. Moreover, the impregnation of the surfaces of the construction elements during assembly is time-consuming, which impedes productivity.
- One aim of the invention is that of providing a construction element made of compressed clay adobe having properties which are in line with sustainable development while enabling the production of portions of buildings under optimal conditions in respect of mechanical strength (stability) and productivity.
- The term construction element denotes in the present application any element, whether supporting or not, suitable for being used in the field of construction, such as a masonry element, a partition element, a floor element, an exterior or interior cladding element, an exterior or interior decorative element, etc.
- For this purposes, the construction element made of compressed adobe according to the invention is suitable for being joined on at least one of the surfaces thereof with an adjacent element via a layer including an activatable gellable mixture extending over the at least one surface of the element. This layer may be obtained in various ways, for example by applying a coating or by filling in a mould.
- Once activated, this gellable mixture is liable to cause the surfaces of the adjacent elements in contact to react with each other over a specific depth. As a result, in the contact area, the materials interact and are joined under the effect of physicochemical phenomena, interconnecting the elements in-depth without forming a joint and thus promoting the stability of the portions of buildings assembled in this way.
- The advantage of this method is that of being able to use natural elements which are plentiful and non-toxic for this gellable mixture, which does away with any problems in respect of transporting and/or recycling construction waste.
- A further aim of the invention is that of achieving a particular aesthetic effect using a type of adobe which is generally neglected due to the mechanical properties thereof.
- For this purpose, the clay adobe used in the construction elements according to the invention is characterised by a plasticity index preferably between 10 and 35 (indicative values for “plastic” clays), and more preferably greater than 35 (indicative values for “highly plastic” clays such those comprising smectite including bentonite). These clays, routinely used in the field of pottery and the earthenware industry, give the construction element a very low surface porosity and thus a higher quality finish.
- Advantageously, the clay adobe is supplemented with 3 to 10% lime by weight before compression. On stabilising, these contents enable, surprisingly, short, medium and long-term pozzolanic reactions to have a very beneficial extent, particularly when using plastic to highly plastic clays, for durability and for the erosion and compression resistance of the construction element according to the invention.
- The clay adobe advantageously comprises insofar as possible a smectite to be chosen from montmorillonite and any type of bentonite, preferably containing calcium. These smectite contents promote the waterproofing and thus the frost resistance of the construction elements.
- Advantageously, the activatable gellable mixture incorporated in the construction element comprises smectite having a moderate swelling potential, to be chosen from montmorillonite and any type of bentonite, preferably containing calcium. These clays, which may swell during activation, amplify the aggregation phenomenon at the interface between adjacent elements. Moreover, they are, when the elements are stabilised with lime, the most reactive in respect of same and stimulate pozzolanic reactions of lime, maximising the stabilisation of the construction.
- The activatable gellable mixture preferably comprises siliceous sand or any other permeable inert material, having a grain size between 0.02 and 5 mm. This ensures in-depth activation of the layer of activatable gellable mixture, which may further comprise fine clay particles having a plasticity index greater than 35.
- Advantageously, the construction element according to the invention comprises, on at least one of the aggregation surfaces thereof, grooves suitable for engaging, following activation, with the grooves of the adjacent element which are arranged perpendicularly to the grooves of the first element, so as to accentuate the aggregation of the elements together. These features provide benefits particularly in terms of quality (stability) of the construction and productivity.
- A further aim of the invention is that of providing a method for assembling a portion of a building using clay adobe elements having properties in line with sustainable development requirements, enabling the production thereof under optimal conditions in respect of mechanical strength (stability) and productivity.
- For this purpose, the method for assembling a portion of a building according to the invention comprises the provision of a mould and the filling thereof with a clay adobe which is subsequently compressed. A construction element is thus formed and then removed from the mould. A layer comprising an activatable gellable mixture is then present on at least one of the surfaces of the construction element which is then dried. During implementation, the surfaces to be assembled of first and second construction elements are washed or sprayed so as to activate the gellable mixture. These surfaces are placed in contact and pressed against each other. Under the effect of the activated gelled mixture, the contact zone softens and may swell slightly. The two adjacent elements are joined. The portion of the building is then left to dry.
- The portions of buildings produced according to the method according to the invention have, due to the mutual aggregation of the constituent construction elements, an increased mechanical strength, which is advantageous, particularly in areas with seismic activity.
- This method also has the advantage that the operations for applying the layer of gellable mixture and washing for the reactivation thereof are both extremely simple and quick. This technique thus promotes productivity and accessibility to low-skilled labour encountered in large numbers in low-income countries.
- Besides the socio-economic advantages thereof, the method according to the invention also has a favourable impact on the environment and sustainable development. It particularly enables the reuse of local non-agricultural clays which, in many cases, are an almost inexhaustible source of material. The method requires practically no energy and does not use chemicals. Moreover, the constructions are, after demolition, readily recyclable.
- As a general rule, the assembly method according to the invention fits in perfectly with the development of an economy focussing on profitability, durability and improving human living conditions. Furthermore, it is applicable practically everywhere, regardless of the level of local development in question.
- Advantageously, the operation for filling the mould with clay adobe is simultaneous with the operation for producing the layer comprising the activatable gellable mixture. According to one preferred embodiment, a layer of the activatable gellable mixture is placed on at least one of the surfaces of the mould, the remainder of the volume consisting of clay adobe. These alternative embodiments make it possible to envisage more automated manufacture of the construction elements.
- Moreover, the method according to the invention also has an aesthetic impact, since, due to the aggregation of the construction elements forming the portion of the building, there are no joints, except in the case of moulded joints on manufacturing the element. The portion of the building may thus have the external appearance of a covering, making it possible to save on the application of a levelling coat.
- In the method according to the invention, the operation for drying the construction element is advantageously oven-drying, which is preferably performed at 100° C. and 100% humidity. The drying may also take place in an autoclave under vapour pressure. These arrangements result, if the construction elements are stabilised with lime, in a very pronounced amplification of the reaction between the clay and the lime and the control thereof, making it possible both to ensure consistency of the physical and above all mechanical characteristics for an entire production run and increase productivity.
- Advantageously, the elements are stored in such a way as to preserve the humidity obtained during the oven-drying or autoclave vapour treatment as long as possible. Maintaining this humidity prevents any lime carbonation and thus maximises the lime available for pozzolanic reactions, increasing the extent thereof and thus enhancing the stability of the elements.
- According to the invention, the wash is preferably a limewash.
- Moreover, the wash may comprise fine clay particles having a plasticity index greater than 35 and/or a small quantity of siliceous sand or any other conductive material of the wash. This conductive material should enable, by enabling easier penetration of the wash in the activatable gellable layer, the in-depth activation thereof.
- In the assembly method according to the invention, a clay adobe having a plasticity index preferably between 10 and 35, and more preferably greater than 35 is advantageously used. These clays, routinely used in the field of pottery and the earthenware industry, give the construction element a very low surface porosity and thus a higher quality finish.
- According to the assembly method according to the invention, clay adobe comprising 3 to 10% by weight of lime before compression is advantageously used. On stabilising, these contents enable, surprisingly, short, medium and long-term pozzolanic reactions to have a very beneficial extent, particularly when using plastic to highly plastic clays, for durability and for the erosion and compression resistance of the construction element according to the invention.
- Advantageously, clay adobe comprising insofar as possible a smectite to be chosen from montmorillonite and any type of bentonite, preferably containing calcium, is used. These smectite contents promote the waterproofing and thus the frost resistance of the construction elements.
- A gellable mixture comprising smectite having a moderate swelling potential, to be chosen from montmorillonite and any type of bentonite, preferably containing calcium, is advantageously used in the assembly method according to the invention. These clays, which may swell during activation, amplify the aggregation phenomenon at the interface between adjacent elements.
- According to the assembly method according to the invention, a gellable mixture comprising fine clay particles having a plasticity index greater than 35 is preferably used. Advantageously, this mixture also contains siliceous sand or any other permeable inert material, having a grain size between 0.02 and 5 mm so as to ensure in-depth penetration of the wash in the layer of gellable mixture.
- These aspects along with further aspects of the invention will be clarified in the detailed description of particular embodiments of the invention, with reference to the drawings in the figures, wherein:
-
FIG. 1 schematically represents a perspective view of a portion of a building (in this case, a construction block) according to the method according to the invention; -
FIGS. 2 a to 2 c andFIG. 3 are sectional views along the plane II-II inFIG. 1 of various stages of assembly of two construction elements inFIG. 1 . -
FIGS. 4 a and 4 b show a construction element according to the invention provided with grooves on the assembly surfaces thereof. -
FIG. 5 shows the operation for filling with clay adobe and activatable gellable mixture before compression according to one embodiment of the method according to the invention. - The figures are not drawn to scale. As a general rule, similar elements are denoted by similar references in the figures.
-
FIG. 1 shows a construction element (in this case a building block) 1 cut along a plane II-II. -
FIG. 2 a shows the cross-section of thisconstruction element 1 wherein twosurfaces 4 are provided with a layer comprising anactivatable gellable mixture 5. During the assembly of twoelements 1 on thesurface 4, an activator, or in this case alimewash 7, is applied on this surface (FIG. 2 b). This results in themixture 5 changing to the activated state 9. After assembly (FIG. 2 c), physicochemical phenomena disrupt, under the effect of the activation of the gel-type mixture 9, the contact area 11 between the twoelements 1. Indeed, pozzolanic reactions, softening and swelling effects and other physical effects (for example: diffusion, electrical phenomena, etc.) move the boundaries of this area 11 towards the interior of each of theelements 1 in the direction of thearrows 13, resulting in the twoelements 1 joining together, as represented inFIG. 3 . The twoelements 1 finally merge into a single element without forming a discernable joint. - The bond between the
elements 1 is thus not superficial but extends in-depth. Moreover, the effects of swelling cause, by reaction, further compression along thearrows 15 in eachelement 1. These aggregation and compression phenomena are beneficial for the stability of a portion of a building consisting ofsuch construction elements 1. - If lime is added to the clay adobe forming the
construction elements 1, pozzolanic reactions take place within the clay adobe. The resulting stabilisation of theelements 1 is essentially due to the dissolution of the clay minerals in the alkaline environment created by the lime and the recombination of the silica (SiO2) and alumina (Al2O3) (generally found in highly plastic clay adobes) in clays and feldspars in the presence of calcium to form aluminium and calcium complex silicates cementing inert particles (of quartz, for example) together. The pozzolanic reactions are amplified further in the event of oven-drying or autoclave vapour pressure treatment of the construction elements, which helps smooth the mechanical performances of the construction elements, which thus particularly become suitable as supporting elements. The calcium in question is obtained equally well from the adobe and the limewash when it has diffused into the adobe during assembly. -
FIGS. 4 a and 4 b show aconstruction element 1 provided with longitudinal grooves on thetop surface 4 thereof and with transverse grooves on thebottom surface 4 thereof. The grooves of thetop surface 4 receive the wash. The surfaces are grooved in order to increase the contact surface area developed with the wash and thus the extent of the activation and the subsequent physicochemical phenomena. The perpendicular arrangement of the grooves of adjacent overlaidelements 1 means that there is no interlocking of the grooves, preventing an overflow of limewash towards theshoulders 17 and thus a loss of product for activating the activatable gellable layer. The distance between theshoulders 17 of two overlaidadjacent elements 1 is used to control the subsidence of the contact area resulting from the activation. Moreover, the mutually perpendicular arrangement of the grooves also aids the subsidence of the contact area, following activation, of two overlaidadjacent elements 1. During this subsidence, the grooves reduce in size as the contact area subsides and force the limewash to diffuse within theelements 1. Consequently, the grooves have a favourable impact on the quality of the construction and the productivity of the method. -
FIG. 5 shows, in four phases (5.1 to 5.4), the operation for filling a mould, wherein three layers are successively formed: a first layer of activatable gellable mixture followed by a layer of clay adobe, followed by a second layer of activatable gellable mixture. The whole consisting of these three layers is then compressed (phase 5.5). Unlike coating, a water-free gellable layer is used. - It would be obvious for those skilled in the art that the present invention is not limited to the examples illustrated and described above. The invention includes each of the novel features and the combination thereof. The presence of reference numbers cannot be considered to be limiting. The use of the term “comprises” can in no way exclude the presence of further elements other than those mentioned. The use of the indefinite article “a” to introduce an element does not exclude the presence of a plurality of these elements. The present invention has been described with reference to specific embodiments, which are merely illustrative in nature and should not be considered to be limiting.
Claims (23)
1. A construction element made of compressed adobe, suitable for being joined on at least one of the surfaces thereof with an adjacent element via a layer including an activatable gellable mixture extending over the at least one surface of the element.
2. The construction element according to claim 1 , wherein the clay adobe has a plasticity index between 10 and 35.
3. The construction element according to claim 1 , wherein the clay adobe has a plasticity index greater than 35.
4. The construction element according to claim 1 , wherein the clay adobe comprises 3 to 10% lime by weight.
5. The construction element according to claim 1 , wherein the clay adobe comprises a smectite to be chosen from montmorillonite and any type of bentonite.
6. The construction element according to claim 1 , wherein the activatable gellable mixture comprises smectite having a moderate swelling potential, to be chosen from montmorillonite and any type of bentonite.
7. The construction element according to claim 6 , wherein the bentonite is of the type containing calcium.
8. The construction element according to claim 1 , wherein the activatable gellable mixture comprises fine clay particles having a plasticity index greater than 35.
9. The construction element according to claim 1 , wherein the activatable gellable mixture comprises siliceous sand or any other permeable inert material, having a grain size between 0.02 and 5 mm.
10. The construction element according to claim 1 , comprising, on at least one of the aggregation surfaces thereof, grooves suitable for engaging, following activation, with the grooves of the adjacent element which are arranged perpendicularly to the grooves of the first element, so as to accentuate the aggregation of the elements together.
11. A method for assembling a portion of a building using compressed clay adobe elements, comprising the following operations:
a) providing a mould;
b) filling the mould with clay adobe;
c) compressing the adobe;
d) releasing the construction element formed from the mould;
e) producing a layer comprising an activatable gellable mixture on at least one of the surfaces of the construction element;
f) drying the element;
g) storing the element;
h) washing the surfaces to be assembled of first and second construction elements, so as to activate the gellable mixture;
i) contacting and pressing the surfaces against each other;
j) softening and swelling the contact area under the effect of the activated gel-type mixture;
k) joining the two adjacent elements; and
l) drying the portion of the building.
12. The method for assembling a portion of a building according to claim 11 , wherein operation e) is performed simultaneously with operation b).
13. The method for assembling a portion of a building according to claim 12 , wherein a layer of the activatable gellable mixture is placed on at least one of the surfaces of the mould, the remainder of the volume consisting of clay adobe.
14. The method for assembling a portion of a building according to claim 11 , wherein operation e) is performed by applying a coating comprising the activatable gellable mixture after operation b).
15. The method for assembling a portion of a building according to claim 11 , wherein the operation for drying the element is selected from oven-drying and an autoclave vapour pressure treatment.
16. The method for assembling a portion of a building according to claim 11 , wherein the wash is a limewash.
17. The method for assembling a portion of a building according to claim 11 , wherein the wash comprises fine clay particles having a plasticity index greater than 35.
18. The method for assembling a portion of a building according to claim 11 , wherein the clay adobe has a plasticity index between 10 and 35.
19. The method for assembling a portion of a building according to claim 11 , wherein the clay adobe has a plasticity index greater than 35.
20. The method for assembling a portion of a building according to claim 11 , wherein the clay adobe comprises 3 to 10% lime by weight.
21. The method for assembling a portion of a building according to claim 11 , wherein clay adobe comprises a smectite to be chosen from montmorillonite and any type of bentonite.
22. The method for assembling a portion of a building according to claim 11 , wherein the gellable mixture comprises smectite having a moderate swelling potential, to be chosen from montmorillonite and any type of bentonite.
23. The method for assembling a portion of a building according to claim 11 , wherein the gellable mixture comprises fine clay particles having a plasticity index greater than 35.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10189218A EP2447433A1 (en) | 2010-10-28 | 2010-10-28 | Construction element made from unbaked clay |
EP10189218.0 | 2010-10-28 | ||
PCT/EP2011/068767 WO2012055918A2 (en) | 2010-10-28 | 2011-10-26 | Construction element made of adobe |
Publications (1)
Publication Number | Publication Date |
---|---|
US20130337275A1 true US20130337275A1 (en) | 2013-12-19 |
Family
ID=43709021
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/882,125 Abandoned US20130337275A1 (en) | 2010-10-28 | 2011-10-26 | Construction element made of adobe |
Country Status (9)
Country | Link |
---|---|
US (1) | US20130337275A1 (en) |
EP (2) | EP2447433A1 (en) |
BR (1) | BR112013010155A2 (en) |
ES (1) | ES2539258T3 (en) |
MA (1) | MA34681B1 (en) |
MX (1) | MX2013004600A (en) |
PT (1) | PT2633131E (en) |
WO (1) | WO2012055918A2 (en) |
ZA (1) | ZA201302985B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR3133872B1 (en) * | 2022-03-22 | 2024-07-12 | Wienerberger | Process for assembling at least two uncooked raw earth construction elements and construction produced by this process |
FR3152805A1 (en) | 2023-09-13 | 2025-03-14 | Universite Gustave Eiffel | Clay material comprising a mixture of cellulose and starch for raw earth construction |
Citations (53)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1702096A (en) * | 1925-08-24 | 1929-02-12 | Charles C Thompson | Reenforced adobe block and wall construction |
US2751775A (en) * | 1955-07-12 | 1956-06-26 | Burns & Russell Co | Masonry block having an integral molded facing layer and method of making same |
US2805448A (en) * | 1955-06-10 | 1957-09-10 | Rubenstein David | Method of making composite structural members |
US2814836A (en) * | 1956-02-01 | 1957-12-03 | Burns & Russell Co | Method of producing coated masonry building units |
US2880470A (en) * | 1954-03-26 | 1959-04-07 | Pickersgill Eleanor | Structure blocks |
US2951001A (en) * | 1956-01-12 | 1960-08-30 | Rubenstein David | Decorative structural element |
US3116570A (en) * | 1959-11-05 | 1964-01-07 | Torricelli Decio | Brick |
US3145502A (en) * | 1955-04-01 | 1964-08-25 | Rubenstein David | Structural element and method of making |
US3194724A (en) * | 1961-06-29 | 1965-07-13 | Burns & Russell Co | Coated blocks |
US3534518A (en) * | 1968-09-27 | 1970-10-20 | Groutlock Corp | Interlocking building block construction |
US3545155A (en) * | 1965-09-17 | 1970-12-08 | George W Church Jr | Confined soil bricks |
US4035975A (en) * | 1973-09-10 | 1977-07-19 | Franz Julius Gergely | Wall of building blocks and method of constructing it |
US4161852A (en) * | 1977-10-17 | 1979-07-24 | Schultz Karl V | Adobe wall construction |
US4229222A (en) * | 1978-07-28 | 1980-10-21 | Schneider Gordon L | Earthen cement compositions for building materials and process |
US4365451A (en) * | 1980-01-08 | 1982-12-28 | Nelson Lynn S | Poured adobe building construction and method of forming same |
US4366657A (en) * | 1980-03-05 | 1983-01-04 | Fred Hopman | Method and form for mechanically pouring adobe structures |
US4557681A (en) * | 1982-04-14 | 1985-12-10 | John W. Wright | Apparatus for forming adobe blocks |
US4698949A (en) * | 1984-07-19 | 1987-10-13 | Dietrich Rodney J P | Self-leveling block |
US5241795A (en) * | 1992-03-12 | 1993-09-07 | Giroux Francis A | Building materials made from waste and unusual properties thereof |
US5362342A (en) * | 1990-12-18 | 1994-11-08 | Polyfoam Products, Inc. | Method of bonding roof tiles to roof substrate utilizing urethane foam |
US5476142A (en) * | 1993-09-29 | 1995-12-19 | American Colloid Company | Flexible contaminant-resistant grout composition and method |
US5782970A (en) * | 1995-01-03 | 1998-07-21 | Composite Industries Of America, Inc. | Lightweight, waterproof, insulating, cementitious composition |
US5873206A (en) * | 1995-03-06 | 1999-02-23 | Polyceramics, Inc. | Interlocking building block |
US5895536A (en) * | 1996-05-17 | 1999-04-20 | Insta-Foam Products | Method of adhering roof tiles using one-component adhesive and roof construction obtained thereby |
US6122881A (en) * | 1998-10-08 | 2000-09-26 | Aubertot; Christophe | Lengthwise extrusion of facing bricks to create interlocking profiles |
US6206991B1 (en) * | 1999-05-24 | 2001-03-27 | Fomo Products, Inc. | Roof tile construction using sandwiched adhesive |
US6224359B1 (en) * | 1996-07-26 | 2001-05-01 | Michael Mirko Domazet | Apparatus for forming adobe blocks |
US6233897B1 (en) * | 1997-01-09 | 2001-05-22 | Dean Jurik | Landscaping block |
US6393786B1 (en) * | 2000-05-19 | 2002-05-28 | Pittsburgh Corning Corporation | Fire-resistant block |
US6526720B2 (en) * | 2000-06-26 | 2003-03-04 | Peerless Block & Brick, Co. | Masonry block |
US6619945B1 (en) * | 2000-08-31 | 2003-09-16 | James O. Sims | Apparatus for forming structural blocks from compactible materials |
US20030188501A1 (en) * | 2002-04-05 | 2003-10-09 | Busch Dario Francisco | Recycled building component systems |
US6665994B1 (en) * | 2002-06-07 | 2003-12-23 | John Robert Ruggeri | Self-aligning building blocks |
US6705797B1 (en) * | 1999-04-07 | 2004-03-16 | Nihon Kogyo Co., Ltd. | Paving block and its installation method |
US20040191434A1 (en) * | 2003-03-27 | 2004-09-30 | Horacio Correia | Adhesive carrier for stackable blocks |
US20040194424A1 (en) * | 2002-10-22 | 2004-10-07 | Frost Gordon J. | Composite exterior cladding panel |
US20050164868A1 (en) * | 2002-04-16 | 2005-07-28 | Hee-Yong Choi | Non-heating clay composites for building materials |
US20050166802A1 (en) * | 2004-01-29 | 2005-08-04 | Matula Gary W. | Grout compositions having high thermal conductivities and methods of using the same |
US20060037267A1 (en) * | 2004-08-05 | 2006-02-23 | Taylor Charles D Jr | Simulated granite |
US20060059825A1 (en) * | 2004-08-02 | 2006-03-23 | Wiercinski Robert A | Method for fastening building materials together |
US20060207206A1 (en) * | 2005-03-17 | 2006-09-21 | Everett Steve E | Structural building block system and method comprising same |
US20060260256A1 (en) * | 2005-05-19 | 2006-11-23 | Everett Steve E | Structural building block system and method comprising same |
US20070113510A1 (en) * | 2005-10-25 | 2007-05-24 | Evereff Steve E | Structural building block system with enhanced load bearing capability and method comprising same |
US20070277472A1 (en) * | 2002-04-11 | 2007-12-06 | Sinclair Raymond F | Building block and system for manufacture |
US7328537B2 (en) * | 2001-10-18 | 2008-02-12 | Westblock Systems, Inc. | Wall block, system and method |
US20080093769A1 (en) * | 2005-07-02 | 2008-04-24 | Everett Steve E | Method and system for forming structural building blocks having a cured binding material therein |
US20080134616A1 (en) * | 2006-12-08 | 2008-06-12 | Craven Joseph H | Building Blocks and Wall Assembly Utilizing Same |
US7406804B2 (en) * | 2001-07-19 | 2008-08-05 | Den Daas Gert J | System of stackable blocks as well as block and a joining element of the system |
US7521014B2 (en) * | 2000-05-05 | 2009-04-21 | Peter Collier | Building blocks |
US20090152765A1 (en) * | 2007-12-13 | 2009-06-18 | Steve Eugene Everett | Block press equipment having translating fluid injection apparatus and method of forming building blocks using same |
US20100022686A1 (en) * | 2008-07-22 | 2010-01-28 | John Eric Partanen | Incorporation of plastic scrap in asphalt compositions |
US7661239B2 (en) * | 2003-10-17 | 2010-02-16 | Alliance Concrete Concepts Inc. | Masonry brick |
US20100064623A1 (en) * | 2002-04-11 | 2010-03-18 | Sinclair Robert F | Building block and system for manufacture |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2509344A1 (en) | 1981-07-10 | 1983-01-14 | Bride Michel | HYPER-PRESSED AND STABILIZED EARTH BLOCK FOR CONSTRUCTION |
FR2527136A1 (en) | 1982-05-19 | 1983-11-25 | Victor Lorenzi | Controlling prodn. of earth building elements - involves mfg. test pieces on site with varying parameters and observing compaction resistance |
BE902233A (en) | 1985-04-18 | 1985-08-16 | Taddei Serge | HOLLOW SELF-EMBEDDING BLOCK IN HYPER-PRESSED EARTH WITH DOUBLE COMPRESSION AND STABILIZED COLD FOR CONSTRUCTIONS WITHOUT JOINTS. |
FR2638187B1 (en) | 1988-10-24 | 1991-06-28 | Popa Laurentiu | COMPRESSED EARTH CONSTRUCTION BLOCK |
DE10003213A1 (en) * | 2000-01-26 | 2001-08-02 | Ziegelwerk Ott Bermatingen Gmb | Clay dry building system has clay material fixed to building part by clay adhesive without clay material being incorporated in building part |
FR2861010B1 (en) | 2003-10-20 | 2009-01-16 | Mehdi Mahmoud Dellagi | METHOD FOR MANUFACTURING ARCHITECTONIC ELEMENTS IN PISA. |
EP1820916A1 (en) * | 2006-02-17 | 2007-08-22 | Prexo | Wall element and method for assembling building elements to form a wall element |
WO2008062299A2 (en) | 2006-11-22 | 2008-05-29 | NIYONIZIGIYE, Déogratias | Heterogeneous earth blocks |
FR2936533A1 (en) | 2008-10-01 | 2010-04-02 | Benoit Francis Patrick Andre Derot | System for constructing e.g. wall of building, has pyramid shape revetment slab provided on flat upper part of stabilized or compressed earth blocks, and air hole slab provided on flat lower part of blocks |
-
2010
- 2010-10-28 EP EP10189218A patent/EP2447433A1/en not_active Withdrawn
-
2011
- 2011-10-26 MX MX2013004600A patent/MX2013004600A/en active IP Right Grant
- 2011-10-26 US US13/882,125 patent/US20130337275A1/en not_active Abandoned
- 2011-10-26 EP EP11775798.9A patent/EP2633131B1/en not_active Not-in-force
- 2011-10-26 WO PCT/EP2011/068767 patent/WO2012055918A2/en active Application Filing
- 2011-10-26 ES ES11775798.9T patent/ES2539258T3/en active Active
- 2011-10-26 BR BR112013010155A patent/BR112013010155A2/en not_active IP Right Cessation
- 2011-10-26 PT PT117757989T patent/PT2633131E/en unknown
-
2013
- 2013-04-24 ZA ZA2013/02985A patent/ZA201302985B/en unknown
- 2013-05-24 MA MA35935A patent/MA34681B1/en unknown
Patent Citations (57)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1702096A (en) * | 1925-08-24 | 1929-02-12 | Charles C Thompson | Reenforced adobe block and wall construction |
US2880470A (en) * | 1954-03-26 | 1959-04-07 | Pickersgill Eleanor | Structure blocks |
US3145502A (en) * | 1955-04-01 | 1964-08-25 | Rubenstein David | Structural element and method of making |
US2805448A (en) * | 1955-06-10 | 1957-09-10 | Rubenstein David | Method of making composite structural members |
US2751775A (en) * | 1955-07-12 | 1956-06-26 | Burns & Russell Co | Masonry block having an integral molded facing layer and method of making same |
US2951001A (en) * | 1956-01-12 | 1960-08-30 | Rubenstein David | Decorative structural element |
US2814836A (en) * | 1956-02-01 | 1957-12-03 | Burns & Russell Co | Method of producing coated masonry building units |
US3116570A (en) * | 1959-11-05 | 1964-01-07 | Torricelli Decio | Brick |
US3194724A (en) * | 1961-06-29 | 1965-07-13 | Burns & Russell Co | Coated blocks |
US3545155A (en) * | 1965-09-17 | 1970-12-08 | George W Church Jr | Confined soil bricks |
US3534518A (en) * | 1968-09-27 | 1970-10-20 | Groutlock Corp | Interlocking building block construction |
US4035975A (en) * | 1973-09-10 | 1977-07-19 | Franz Julius Gergely | Wall of building blocks and method of constructing it |
US4161852A (en) * | 1977-10-17 | 1979-07-24 | Schultz Karl V | Adobe wall construction |
US4229222A (en) * | 1978-07-28 | 1980-10-21 | Schneider Gordon L | Earthen cement compositions for building materials and process |
US4365451A (en) * | 1980-01-08 | 1982-12-28 | Nelson Lynn S | Poured adobe building construction and method of forming same |
US4366657A (en) * | 1980-03-05 | 1983-01-04 | Fred Hopman | Method and form for mechanically pouring adobe structures |
US4557681A (en) * | 1982-04-14 | 1985-12-10 | John W. Wright | Apparatus for forming adobe blocks |
US4698949A (en) * | 1984-07-19 | 1987-10-13 | Dietrich Rodney J P | Self-leveling block |
US5362342A (en) * | 1990-12-18 | 1994-11-08 | Polyfoam Products, Inc. | Method of bonding roof tiles to roof substrate utilizing urethane foam |
US5241795A (en) * | 1992-03-12 | 1993-09-07 | Giroux Francis A | Building materials made from waste and unusual properties thereof |
US5476142A (en) * | 1993-09-29 | 1995-12-19 | American Colloid Company | Flexible contaminant-resistant grout composition and method |
US5782970A (en) * | 1995-01-03 | 1998-07-21 | Composite Industries Of America, Inc. | Lightweight, waterproof, insulating, cementitious composition |
US5873206A (en) * | 1995-03-06 | 1999-02-23 | Polyceramics, Inc. | Interlocking building block |
US5895536A (en) * | 1996-05-17 | 1999-04-20 | Insta-Foam Products | Method of adhering roof tiles using one-component adhesive and roof construction obtained thereby |
US6224359B1 (en) * | 1996-07-26 | 2001-05-01 | Michael Mirko Domazet | Apparatus for forming adobe blocks |
US6233897B1 (en) * | 1997-01-09 | 2001-05-22 | Dean Jurik | Landscaping block |
US6122881A (en) * | 1998-10-08 | 2000-09-26 | Aubertot; Christophe | Lengthwise extrusion of facing bricks to create interlocking profiles |
US6705797B1 (en) * | 1999-04-07 | 2004-03-16 | Nihon Kogyo Co., Ltd. | Paving block and its installation method |
US6314700B2 (en) * | 1999-05-24 | 2001-11-13 | Fomo Products, Inc. | Roof tile construction using sandwiched adhesive |
US6206991B1 (en) * | 1999-05-24 | 2001-03-27 | Fomo Products, Inc. | Roof tile construction using sandwiched adhesive |
US7521014B2 (en) * | 2000-05-05 | 2009-04-21 | Peter Collier | Building blocks |
US6393786B1 (en) * | 2000-05-19 | 2002-05-28 | Pittsburgh Corning Corporation | Fire-resistant block |
US6526720B2 (en) * | 2000-06-26 | 2003-03-04 | Peerless Block & Brick, Co. | Masonry block |
US6619945B1 (en) * | 2000-08-31 | 2003-09-16 | James O. Sims | Apparatus for forming structural blocks from compactible materials |
US7406804B2 (en) * | 2001-07-19 | 2008-08-05 | Den Daas Gert J | System of stackable blocks as well as block and a joining element of the system |
US7328537B2 (en) * | 2001-10-18 | 2008-02-12 | Westblock Systems, Inc. | Wall block, system and method |
US20030188501A1 (en) * | 2002-04-05 | 2003-10-09 | Busch Dario Francisco | Recycled building component systems |
US20100064623A1 (en) * | 2002-04-11 | 2010-03-18 | Sinclair Robert F | Building block and system for manufacture |
US20070277472A1 (en) * | 2002-04-11 | 2007-12-06 | Sinclair Raymond F | Building block and system for manufacture |
US20050164868A1 (en) * | 2002-04-16 | 2005-07-28 | Hee-Yong Choi | Non-heating clay composites for building materials |
US7097706B2 (en) * | 2002-04-16 | 2006-08-29 | G Plus Co., Ltd. | Non-heating clay composites for building materials |
US6665994B1 (en) * | 2002-06-07 | 2003-12-23 | John Robert Ruggeri | Self-aligning building blocks |
US20040194424A1 (en) * | 2002-10-22 | 2004-10-07 | Frost Gordon J. | Composite exterior cladding panel |
US20040191434A1 (en) * | 2003-03-27 | 2004-09-30 | Horacio Correia | Adhesive carrier for stackable blocks |
US7661239B2 (en) * | 2003-10-17 | 2010-02-16 | Alliance Concrete Concepts Inc. | Masonry brick |
US20050166802A1 (en) * | 2004-01-29 | 2005-08-04 | Matula Gary W. | Grout compositions having high thermal conductivities and methods of using the same |
US20060059825A1 (en) * | 2004-08-02 | 2006-03-23 | Wiercinski Robert A | Method for fastening building materials together |
US20060037267A1 (en) * | 2004-08-05 | 2006-02-23 | Taylor Charles D Jr | Simulated granite |
US20060207206A1 (en) * | 2005-03-17 | 2006-09-21 | Everett Steve E | Structural building block system and method comprising same |
US20060260256A1 (en) * | 2005-05-19 | 2006-11-23 | Everett Steve E | Structural building block system and method comprising same |
US20080093769A1 (en) * | 2005-07-02 | 2008-04-24 | Everett Steve E | Method and system for forming structural building blocks having a cured binding material therein |
US20070113510A1 (en) * | 2005-10-25 | 2007-05-24 | Evereff Steve E | Structural building block system with enhanced load bearing capability and method comprising same |
US20080134616A1 (en) * | 2006-12-08 | 2008-06-12 | Craven Joseph H | Building Blocks and Wall Assembly Utilizing Same |
US20100107542A1 (en) * | 2006-12-21 | 2010-05-06 | Steve Eugene Everett | Structural building block system with enhanced load bearing capability |
US20090152765A1 (en) * | 2007-12-13 | 2009-06-18 | Steve Eugene Everett | Block press equipment having translating fluid injection apparatus and method of forming building blocks using same |
US20100022686A1 (en) * | 2008-07-22 | 2010-01-28 | John Eric Partanen | Incorporation of plastic scrap in asphalt compositions |
US7772302B2 (en) * | 2008-07-22 | 2010-08-10 | Sierra Process Systems, Inc. | Incorporation of plastic scrap in asphalt compositions |
Also Published As
Publication number | Publication date |
---|---|
MA34681B1 (en) | 2013-11-02 |
ZA201302985B (en) | 2014-06-25 |
EP2447433A1 (en) | 2012-05-02 |
BR112013010155A2 (en) | 2016-09-13 |
WO2012055918A2 (en) | 2012-05-03 |
EP2633131B1 (en) | 2015-03-25 |
PT2633131E (en) | 2015-07-22 |
WO2012055918A3 (en) | 2012-06-28 |
ES2539258T3 (en) | 2015-06-29 |
MX2013004600A (en) | 2013-12-02 |
EP2633131A2 (en) | 2013-09-04 |
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