WO2002064907A1 - Reinforcing bar coupling - Google Patents
Reinforcing bar coupling Download PDFInfo
- Publication number
- WO2002064907A1 WO2002064907A1 PCT/KR2002/000190 KR0200190W WO02064907A1 WO 2002064907 A1 WO2002064907 A1 WO 2002064907A1 KR 0200190 W KR0200190 W KR 0200190W WO 02064907 A1 WO02064907 A1 WO 02064907A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- sleeve
- reinforcing bars
- mediate
- pad
- wedge
- Prior art date
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 138
- 238000010168 coupling process Methods 0.000 title claims abstract description 43
- 230000008878 coupling Effects 0.000 title claims abstract description 42
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 42
- 230000009471 action Effects 0.000 claims description 10
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- 230000000875 corresponding effect Effects 0.000 claims 4
- 229910052729 chemical element Inorganic materials 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 3
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 11
- 230000008569 process Effects 0.000 description 8
- 230000004048 modification Effects 0.000 description 6
- 238000012986 modification Methods 0.000 description 6
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- 238000007906 compression Methods 0.000 description 2
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- 230000008439 repair process Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 210000000481 breast Anatomy 0.000 description 1
- 230000008859 change Effects 0.000 description 1
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- 238000005096 rolling process Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/32—Articulated members
- Y10T403/32254—Lockable at fixed position
- Y10T403/32467—Telescoping members
- Y10T403/32475—Telescoping members having detent
- Y10T403/32501—Cam or wedge
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/50—Bridged by diverse connector
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/55—Member ends joined by inserted section
- Y10T403/551—Externally bridged
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/57—Distinct end coupler
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/57—Distinct end coupler
- Y10T403/5761—Interrupted periphery, e.g., split or segmental, etc.
- Y10T403/5766—Axially divided segments
- Y10T403/5781—Bolted
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/57—Distinct end coupler
- Y10T403/5793—Distinct end coupler including member wedging or camming means
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7047—Radially interposed shim or bushing
- Y10T403/7051—Wedging or camming
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7047—Radially interposed shim or bushing
- Y10T403/7051—Wedging or camming
- Y10T403/7052—Engaged by axial movement
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7062—Clamped members
- Y10T403/7064—Clamped members by wedge or cam
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7062—Clamped members
- Y10T403/7064—Clamped members by wedge or cam
- Y10T403/7066—Clamped members by wedge or cam having actuator
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7062—Clamped members
- Y10T403/7064—Clamped members by wedge or cam
- Y10T403/7066—Clamped members by wedge or cam having actuator
- Y10T403/7067—Threaded actuator
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7062—Clamped members
- Y10T403/7064—Clamped members by wedge or cam
- Y10T403/7066—Clamped members by wedge or cam having actuator
- Y10T403/7067—Threaded actuator
- Y10T403/7069—Axially oriented
Definitions
- the present invention relates, in general, to a couplin g and, more particularly, to a reinforcing bar coupling which is intended to obtain a mechanical butt-joint of ends of two r einforcing bars in reinforced concrete work to enhance streng th of the coupled portion and to afford a prompt and convenien t coupling operation.
- reinforcing bars are produced at certain unit leng ths from factories, building works for various structures sue h as bridges, breast walls and apartment houses, which extend to several tens of meters in length, require ends of reinforci ng bars to be overlapped.
- conventional methods for jointin g reinforcing bars a few joint processes are used, which are disclosed as follows.
- the lap-joint process has disadvantages in that dist ances between the adjacent reinforcing bars become small at th e lapped regions, required amount of reinforcing bars is incre ased due to the lapped regions of the reinforcing bars, a pour ing operation of concrete into space between the lapped reinfo rcing bars is difficult due to the small distances between the adjacent reinforcing bars, and the lap-jointed reinforcing b ars are weakened in resistance to axial tensile force and comp ressive force.
- ends of reinforcing bars are subjected t o an upsetting working, i.e., thickened and shortened by a hot or cold working, or ends of reinforcing bars are subjected to cold swaging working to cause ribs of the bars to be collapse d and to be smooth, and then threaded into male screws by a wo rking tool such as screw thread rolling machine. Subsequently, two threaded ends of the reinforcing bars are threaded into a coupling having female threads in its inner surface, thereby obtaining jointing of two reinforcing bars.
- the above thread-joint process also has disadva ntages in that there is required many working steps to form ma le threads on ends of reinforcing bars, and although reinforci ng bars are considerably long and apt to be bent due to materi al characteristics thereof, two reinforcing bars must be prec isely aligned with each other to allow the ends of the reinfor cing bars to be threaded into a coupling, thereby involving co nvenience in a jointing operation.
- an object of the present invention is to provide a reinforc ing bar coupling which is capable of achieving a firm jointing between reinforcing bars by a simple operation of inserting w edges between ends of reinforcing bars and a sleeve and hammer ing the wedges .
- the present in vention provides a reinforcing bar coupling, comprising: a cy lindrical sleeve having a cross sectional area sufficient to a ccommodate two reinforcing bars entered through inlets at opp osite ends thereof, and which is provided at a part of its inn er surface with an uneven surface corresponding to an outer ri bbed surface of the reinforcing bars; wedge means adapted to b e fitted between the sleeve and the reinforcing bars to apply radial force to them, thereby achieving butt-jointing of the t wo reinforcing bars.
- the present invention provides wedge means, which is configured to have a length substantially equal to t hat of the sleeve and to be fitted into a gap between the slee ve and the reinforcing bars, and which comprises a mediate pad adapted to be in contact with the reinforcing bars and having an uneven contact surface corresponding to an outer ribbed su rface of the reinforcing bars, a gap defined between the sleev e and the mediate pad gradually becoming narrower toward the m iddle point of the sleeve; and two wedge elements adapted to b e fitted into the gap defined between the sleeve and the media te pad by impact from a hitting tool such as a hammer.
- the reinforcing bar coupling according to the present in vention can be commonly used in jointing two reinforcing bars in new construction, rebuilding and repair work of various con crete structures such as bridges and buildings.
- the reinforci ng bar coupling enables easy and firm coupling of reinforcing bars by a simple hitting tool. Furthermore, since reinforcing bars are coupled to each other without overlapping thereof, e xcessive consumption of reinforcing bars can be prevented and cost savings can be advantageously achieved.
- the reinforcing bar coupling exhibits superior boding strength c ompared to a conventional coupling method.
- FIG. 1 is an exploded perspective view of a first embodi ment of the present invention
- Fig. 2 is a cross-sectional view showing an assembled co ndition of the first embodiment of the present invention
- Fig. 3 is a transverse cross-sectional view of the first embodiment of the present invention.
- Fig. 4 is an exploded perspective view of a second embodi ment of the present invention.
- Fig. 5 is a cross-sectional view showing an assembled co ndition of the second embodiment of the present invention
- Fig. 6 is a transverse cross-sectional view of the secon d embodiment of the present invention
- Fig. 7 is an exploded perspective view of a third embodim ent of the present invention.
- Fig. 8 is a cross-sectional view showing an assembled co ndition of the third embodiment of the present invention.
- Fig. 9 is a cross-sectional view taken along line A-A of Fig. 8;
- Fig. 10 is a perspective view showing an assembled condi tion of the first embodiment of the present invention.
- Fig. 11 is an exploded perspective view of a mediate pad according to a fourth embodiment of the present invention.
- Fig. 12 is a cross-sectional view of a reinforcing bar co upling to which the mediate pad of Fig. 11 is applied; and Fig. 13 is a transverse cross-sectional view of a reinfo rcing bar coupling to which the mediate pad of Fig. 11 is appl ied.
- Figs. 1 to 3 are a exploded perspective view, a cross-se ctional view and a transverse cross-sectional view of a first embodiment of the present invention, in which the embodiment o f the present invention comprises a sleeve 2, a mediate pad 3 and a pair of wedges 4 to joint two reinforcing bars 1.
- a per spective view of a reinforcing bar coupling according to the e mbodiment of the present invention is shown in Fig. 10, in whi ch the reinforcing bar coupling is assembled.
- the reinforcing bars 1, the mediate pad 3 and wedges 4 ar e separately inserted or pushed into inlets 20 of the sleeve 2 of a certain length.
- a size of the sleeve is designed accord ing to a diameter of the reinforcing bars to be jointed. To t his end, a sectional area of the sleeve 2 assumes a shape simi lar to an ellipse.
- a reinforcing bar is evenly formed at its outer surface with ribs to improve adhesion fore e to concrete and strength.
- the sleeve 2 is provided at its i nner surface with an uneven surface by grooves 21 along the le ngth such that the grooves 21 are formed to have an arrangemen t corresponding to that of the ribs (or an outer shape) of rei nforcing bars.
- the ribs 11 consist of longitudinal ribs 12 and annular r ibs 13.
- the annular ribs 13 may be alternately formed along the longitudinal ribs 12 (not shown) .
- the annular grooves 21 are arranged such that a pi tch of the adjacent annular grooves 21 formed on the uneven su rface is a half as large as a pitch of adjacent annular ribs 1 3.
- the sleeve 2 may be provided at its uneven surface with several longitudinal g rooves .
- the uneven surface of th e sleeve will assume a lattice shape.
- a contact angle between an outer surface of a reinforcing bar and the uneven surface 22 of the sleeve or an inner surface of the mediate pad may be of 90° -180°, but the contact angle is not necessarily limited to that .
- a reinforcing bar 1 may be formed at its cut end with burrs or may be uneven at its outer surface to be change d in its diameter
- the uneven surface 22 of the sleeve is adap ted to be in close contact with the reinforcing bar.
- This can be achieved in such a way that an inner diameter of a certain middle section of the sleeve (corresponding to a portion at w hich ends of reinforcing bars are positioned) is more enlarged than that of the remaining inner surface to form an enlarged inner surface. That is, though burrs or deformed portions of ends of reinforcing bars are positioned at the enlarged inner surface, close contact between the reinforcing bars and the si eeve is not interrupted. Furthermore, so as to limit inserted lengths of reinforc ing bars 1 into the sleeve 2, the sleeve is provided at its in ner middle portion with a semicircular stopper 24.
- An inner slant face 27 of the sleeve which faces the unev en surface 22 is gradually reduced in its inner diameter from the both ends to the middle point in order to intensify drivin g action of the wedges. Details relating to this will be more specifically described hereinafter.
- the sleeve 2 is formed at its outer surface with longitud inal and annular ribs 25 similar to ribs 11 of reinforcing bar s 1 provided to improve cohesiveness with concrete.
- the mediate pad 3 is comprised of a semi -cylinder having a length corresponding to that of the sleeve 2, and includes a t its inner surface an uneven surface 32 having a shape and a function similar to those of the uneven surface of the sleeve, thereby enabling the other half surfaces of the reinforcing b ars to be in close contact therewith.
- the mediate pad 3 is gr adually thickened toward its middle portion to assume a symmet rical contour tapered outward.
- An angle of inclination of the outer slant surface of the mediate pad is set to achieve a de sired correlation with the sleeve and the wedges.
- the mediate pad 3 is provided at its inne r middle portion with an enlarged surface 33, which is formed to accommodate undesirable burrs etc., of reinforcing bars.
- an outer surface of the mediate pad is symmetr ically provided with a serration.
- the serration serves as bio eking means for preventing the wedges 4 from sliding out betwe en the mediate pad 3 and the sleeve 2 once the wedges 4 are fi tted between the mediate pad 3 and the sleeve 2, as shown in F ig. 2.
- Functions and configuration of the serration are the s ame in all of after-mentioned embodiments.
- the serration serv es to prevent slippage of the wedges, and the shape of the ser ration is not limited to that shown in the drawings.
- the wedges 4 are rectangular plates, each of which inclu des an end being thinner than the other end.
- a pair of wedges 4 are fitted into the inlets 20 of the opposite ends of the s leeve.
- Each of the wedges 4 is configured such that its upper surface 41 conforms to the inner slant face 27 of the sleeve 2 and its lower surface conforms to the outer surface 34 of th e mediate pad 3.
- the lower surface 42 of the wedge is provided with a serration corresponding to the serrat ion of the outer surface 34 of the mediate pad 3.
- the wedge has a shape and a function si milar to those of a commonly used wedge.
- a rear end 44 of the wedge is more enlarged than a front end 43, and serves to be h it with a hitting tool such as a hammer.
- An overall length of the wedge 4 is slightly shorter than a half of an overall length of the sleeve 2.
- the wedge may be optionally provided with one or more longitudinal grooves 45 without the serration to reduce frictional resistance to the m ediate pad 3 during its fitting.
- the longitudinal grooves 45 may be provided at its one surface or its both surfaces. Such longitudinal grooves may also be formed at the mediate pad or the sleeve.
- a firmly engaged condition of the components is achi eved by action of the wedges. Furthermore, since the wedges a nd the mediate pad are engaged with each other by the serratio n formed thereat, the wedges cannot slide out of the sleeve ev en if the sleeve is applied with vibration or external force.
- the engaged condition of the reinforcing bars is no t broken by the uneven surfaces 22, 32 of the sleeve and the m ediate pad engaged with the ribs 11 of the reinforcing bars.
- Figs . 4 to 6 show a second embodiment of the present inve ntion.
- An essential configuration of the second embodiment is substantially equal to that of the first embodiment, except t hat wedges 4, 4' are driven into the sleeve by a bolt 5 rather than the hitting force of a hammer. That is, one 4 of a pair of wedges is formed with a longitudinal bolt through hole 47, and the other 4' of the pair of wedges is formed with a longit udinal female threaded hole 48, which is adapted to be engaged with a male threaded portion 5a of the bolt 5.
- the bolt 5 has a diameter suitable to a size of reinforci ng bars 1 to be jointed.
- each of the wedges 4, 4' is shaped as a "U" -shaped clamp in plan, as illustrated in Fig. 4.
- the mediate pad 3 is provided at its outer slant surface with a longitudinal groov e 35 to allow the bolt 5 to pass therethrough. Therefore, the sleeve 2 can be reduced in its cross sectional area.
- it is generally kn own that it is preferable to reduce a cross section of the sle eve in terms of a building operation and strength of a beam.
- a modification which can be derived from this embodiment is configured such that the bolt 5 is longitudinally elongate d to fully pass through a wedge 4' with its male threaded end 5a protruded from the wedge and the threaded end of the bolt i s screwed into a nut (not shown) .
- a seat face a nd/or seat faces of the bolt " and/or the nut can be of course p rovided with a common washer.
- functions of the second embodiment o f the present invention are substantially equal to those of th e first embodiment of the present invention.
- this em bodiment is different from the first embodiment only in that t he wedges 4 are driven into the sleeve by fastening action of the bolt 5 between the female threaded hole 48 of the wedge 4' or a nut (not shown) rather than by hitting action of a hamme r .
- Another modification which can be derived from this embo diment is designed to employ a complex action of hitting of a hammer and fastening of a bolt and a nut.
- the wedges 4 are first driven into a sleeve by hitting of a hamme r and then fastened by the bolt 5. Since this modification ca n be fulfilled by designing to adjust angles of inclination of the wedges and the mediate pad, detailed description thereof is omitted.
- the method of coupling reinforcing bars according to the embodiment of the present invention can be advantageously app lied to an operation of coupling new reinforcing bars to exist ing reinforcing bars 1 which are previously arranged or to exi sting reinforcing bars 1 which are embedded in poured concrete where adhesive force between the existing reinforcing bars an d the concrete may be weakened by impact shocks acting on the wedges .
- the stopper 24, the ribs 25 and the inner slant face 27 o f this embodiment have the same shapes and functions as those of the first embodiment.
- Figs . 7 to 9 show a third embodiment of the present inven tion.
- An essential configuration of this third embodiment is substantially equal to that of the first and second embodiment s, except that a fitting direction of wedges 4 is perpendicula r to reinforcing bars.
- a sleeve 2 is formed with two wedge fitting openings 29, which are directed to be perpe ndicular to reinforcing bars.
- a mediate pad 3 is formed at its upper surface 39 with two wedge seat grooves 39 a, which are located at positions corresponding to those of th e wedge fitting openings 29, and each of which has a width equ al to or larger than a width of the wedge 4.
- upper surfaces 41 of the wedges 4 and upper surfaces 29a of the wedge fitting openings 29 of the si eeve 2 have serrated surfaces corresponding to each other. Th e serration serves to prevent the wedges from sliding out of t he sleeve.
- a fitting manner and other details of this embodiment ar e substantially identical to those of the previous embodiment s. That is, the stopper 24 and the uneven surface etc., of th e sleeve 2 are identical to those of the previous embodiments in functions and shapes.
- Widths of the wedge fitting openings 29 of the sleeve 2 and wi dths of the wedge seat grooves 39a of the mediate pad 3 are se t to be slightly larger than a width of the wedge 4. Accordin gly, even though axial positions of annular ribs 13 of a reinf orcing bar are alternately arranged along longitudinal ribs 1
- a reference numeral "45” designates a groove provided to reduce resistance during a fitting operation of the wedges
- a nd a reference numeral "44” designates a rear end to be hit by a hitting tool of a user.
- a modification which can be derived from this embodiment of the present invention is configured such that the two wedg es are integrally formed.
- this modification since fitting directions of the two wedges are identical to each other and fitting positions of the wedges are adjacent to each other, th e two wedges are integrally connected to each other to form a U-shaped clamp to permit the two wedges to be fitted concurren tly.
- Figs. 11 to 13 there are shown a fourth emb odiment of the present invention. This embodiment is designed to be applied in the case where shapes and positions of annul ar ribs formed on outer surfaces of reinforcing bars produced by various manufacturers are different from one another.
- this embodiment is intended to allow the medi ate pad to be slightly displaced to conform to the reinforcing bar.
- the mediate pad 3 is comprised of two sub me diate pads, as shown in Fig. 11.
- the mediate pad 3 is comprised of a first mediate pad 51 and a pair of sec ond mediate pads 52.
- the second mediate pads 52a are provided at lower surfaces thereof with uneven surfaces corresponding to an outer surface of a reinforcing bar.
- the first and secon d mediate pads are provided at facing surfaces thereof with se rration surfaces 51a, 52b having triangular screw threads so t hat the first and second mediate pads are engaged with each ot her by the serration surfaces 51a, 52b.
- the second mediate pa ds can be maintained to be attached to the first mediate pad b y means of magnets mounted on the second mediate pads.
- sue h since the second mediate pads are provided with the magnets, components required to joint reinforcing bars can be reduced, thereby facilitating maintenance and a jointing operation of the coupling.
- An upper surface 51b of the first mediate pad is provided with a serrated surface for preventing sliding of the wedges 4 , as is the case with the previous embodiments.
- Figs. 12 and 13 are a cross-sectional view and a transver se cross-sectional view showing the mediate pads used in joint ing reinforcing bars.
- one second mediate pad may be dispos ed under a side of the first mediate pad.
- each of th e wedges is provided at both of its upper and lower surfaces w ith serrated surfaces, and the sleeve is also provided at its upper surface with a serrated surface.
- the serrated surfaces may be selectively formed at either one or both of up per and lower surfaces of the wedge.
- the sleeve 2 which directly comes into contact with a r einforcing bar, is provided at its lower surface with ridges 2
- re inforcing bars can be jointed using only the sleeve and the we dges without the mediate pad.
- the components of the reinforcing bar coupling are prefe rably made from material having strength equal to or higher th an that of reinforcing bars to be jointed, so as to sufficient ly resist tensile force or compression force acting on a ferro concrete building incorporating the coupling.
- material wh ich can be used, any one of cast steel, steel, stainless steel, soft iron and synthetic resin can be selected in consideratio n of service condition, production cost and so on.
- the reinforcing bar coupling according to the p resent invention is capable of jointing reinforcing bars in various ways.
- a reinforcing bar coupling ac cording to the present invention is mainly used in such a way that wedges are driven into a sleeve by hitting action of a ha mmer, the wedges may be fastened by bolts using a fastening to ol such as a spanner if required. Therefore, a coupling opera tion of reinforcing bars is facilitated. Furthermore, a site work becomes convenient owing to reduction of the number of co mponents, and wedges cannot slide out of a sleeve, due to enga gement between serrated surfaces of wedges and a sleeve.
- the disclosed reinforcing bar coupling can be used in jointing two reinforcing bars in new construction, rebuilding and repair w ork of various concrete structures, such as bridges and buildi ngs .
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002564209A JP4072720B2 (en) | 2001-02-14 | 2002-02-07 | Rebar fittings |
US10/467,128 US6860672B2 (en) | 2001-02-14 | 2002-02-07 | Reinforcing bar coupling |
EP02700827A EP1360384A4 (en) | 2001-02-14 | 2002-02-07 | Reinforcing bar coupling |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2001/7181 | 2001-02-14 | ||
KR10-2001-0007181A KR100375655B1 (en) | 2001-02-14 | 2001-02-14 | Reinforcing bar connector |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2002064907A1 true WO2002064907A1 (en) | 2002-08-22 |
Family
ID=19705716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/KR2002/000190 WO2002064907A1 (en) | 2001-02-14 | 2002-02-07 | Reinforcing bar coupling |
Country Status (6)
Country | Link |
---|---|
US (1) | US6860672B2 (en) |
EP (1) | EP1360384A4 (en) |
JP (1) | JP4072720B2 (en) |
KR (1) | KR100375655B1 (en) |
CN (1) | CN1218103C (en) |
WO (1) | WO2002064907A1 (en) |
Cited By (3)
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WO2006118385A1 (en) * | 2005-05-04 | 2006-11-09 | Kook Je Precision Industrial Co., Ltd. | Steel reinforcing coupler |
CN100363576C (en) * | 2003-01-08 | 2008-01-23 | 金龙根 | Reinforcing bar coupler |
EP1898017A1 (en) * | 2006-09-08 | 2008-03-12 | Dextra Asia | Device for connecting bars end-to-end |
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- 2002-02-07 EP EP02700827A patent/EP1360384A4/en not_active Withdrawn
- 2002-02-07 WO PCT/KR2002/000190 patent/WO2002064907A1/en not_active Application Discontinuation
- 2002-02-07 US US10/467,128 patent/US6860672B2/en not_active Expired - Fee Related
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100363576C (en) * | 2003-01-08 | 2008-01-23 | 金龙根 | Reinforcing bar coupler |
WO2006118385A1 (en) * | 2005-05-04 | 2006-11-09 | Kook Je Precision Industrial Co., Ltd. | Steel reinforcing coupler |
EP1898017A1 (en) * | 2006-09-08 | 2008-03-12 | Dextra Asia | Device for connecting bars end-to-end |
Also Published As
Publication number | Publication date |
---|---|
US20040071507A1 (en) | 2004-04-15 |
EP1360384A4 (en) | 2004-03-17 |
JP2004520508A (en) | 2004-07-08 |
JP4072720B2 (en) | 2008-04-09 |
CN1491309A (en) | 2004-04-21 |
EP1360384A1 (en) | 2003-11-12 |
KR20020066803A (en) | 2002-08-21 |
US6860672B2 (en) | 2005-03-01 |
KR100375655B1 (en) | 2003-03-19 |
CN1218103C (en) | 2005-09-07 |
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