US20130230350A1 - Reinforcement bar coupler - Google Patents

Reinforcement bar coupler Download PDF

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Publication number
US20130230350A1
US20130230350A1 US13/883,246 US201113883246A US2013230350A1 US 20130230350 A1 US20130230350 A1 US 20130230350A1 US 201113883246 A US201113883246 A US 201113883246A US 2013230350 A1 US2013230350 A1 US 2013230350A1
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United States
Prior art keywords
reinforcement bar
clamping spring
spring
coupler
diameter
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Abandoned
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US13/883,246
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English (en)
Inventor
Byung Sub Kim
Man Ki HONG
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ROC CO Ltd
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ROC CO Ltd
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Priority claimed from KR1020100109388A external-priority patent/KR101030579B1/ko
Priority claimed from KR1020110007910A external-priority patent/KR101036594B1/ko
Application filed by ROC CO Ltd filed Critical ROC CO Ltd
Assigned to ROC CO., LTD. reassignment ROC CO., LTD. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: HONG, MAN KI, KIM, BYUNG SUB
Publication of US20130230350A1 publication Critical patent/US20130230350A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/163Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165Coaxial connection by means of sleeves
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • E04C5/166Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B21/00Means for preventing relative axial movement of a pin, spigot, shaft or the like and a member surrounding it; Stud-and-socket releasable fastenings
    • F16B21/10Means for preventing relative axial movement of a pin, spigot, shaft or the like and a member surrounding it; Stud-and-socket releasable fastenings by separate parts
    • F16B21/20Means for preventing relative axial movement of a pin, spigot, shaft or the like and a member surrounding it; Stud-and-socket releasable fastenings by separate parts for bolts or shafts without holes, grooves, or notches for locking members
    • F16B21/205Means for preventing relative axial movement of a pin, spigot, shaft or the like and a member surrounding it; Stud-and-socket releasable fastenings by separate parts for bolts or shafts without holes, grooves, or notches for locking members the connecting means having gripping edges in the form of a helix
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/60Biased catch or latch
    • Y10T403/602Biased catch or latch by separate spring

Definitions

  • the present invention relates to a reinforcement bar coupler.
  • a reinforcement bar is used a manner in which it is buried inside concrete when constructing a steel-reinforced concrete structure in order to reinforce the strength of the concrete structure.
  • a large number of reinforcement bars are used for reinforcement in large buildings, special structures, and engineering work structures such as bridges.
  • reinforcement bars are manufactured to be standardized regular lengths, it is required to connect those reinforcement bars that are manufactured at limited lengths to each other when using such reinforcement bars in large buildings, special structures, and engineering work structures such as bridges.
  • Lap jointing is a method of coupling reinforcement bars by overlapping the reinforcement bars at a predetermined length and tying them with a wire or a steel wire. A large portion of the reinforcement bars are lost, and the reinforcement bars are easily detached due to the weak strength of jointed portions. Also, a working time is increased due to poor constructability, which is problematic.
  • the welding has problems in that construction is difficult and the strength of the portions of the reinforcement bars adjacent to the welded portions is remarkably weakened because of the heat generated when the welded portions are heated.
  • a reinforcement bar coupling device is disclosed in Korean Laid-Open Patent Publication No. 10-2009-0009578 (published Jan. 23, 2009).
  • a pair of reinforcement bars 1 and 2 which have joint protrusions 1 a and 2 a at predetermined intervals on the outer circumference thereof and rib protrusions 1 b and 2 b in the longitudinal direction are disposed such that they face each other.
  • the ends 1 c and 2 c of the reinforcement bars 1 and 2 which face each other are wrapped in first and second couplers 10 ′ and 20 ′.
  • Both ends of the first and second couplers 10 ′ and 20 ′ are clamped via screw clamping using clamping nuts 31 ′ and 33 ′. Afterwards, fastening pins 35 ′ are fitted into fastening holes 31 a ′ and 33 a ′ of the clamping nuts 31 ′ and 33 ′.
  • Korean Patent No. 10-0837113 (published Jun. 13, 2008) was disclosed as another mechanical coupling method of the related art.
  • one end of each reinforcement bar 100 ′′ is machined into the shape of a wedge, thereby forming a connecting portion 101 ′′.
  • the connecting portions 101 ′′ of a pair of reinforcement bars 100 ′′ are connected and fixed to each other using a pair of coupler members 11 ′′ and 21 ′′, a pair of coupler connecting pins 30 ′′, a pair of rubber bands 40 ′′ and the like.
  • the present invention has been made keeping in mind the above problems occurring in the related art, and is intended to provide a reinforcement bar coupler, in which a female thread having an inclined taper plane is formed on the inner surface of a coupler cap, and a clamping spring is formed such that it is inserted into and fastened to the female thread.
  • the clamping spring is closely abutted to the bottom of the female thread and is increased in diameter so that the reinforcement bar slips.
  • the clamping spring moves along the inclined taper plane and is decreased in diameter, thereby holding the reinforcement bar. It is therefore possible to easily connect and couple the reinforcement bar with one touch based on a change in the diameter of the clamping spring using a relatively simple configuration.
  • the present invention is also intended to provide a reinforcement bar coupler, in which a base spring which is machined from the outside is used without directly machining the inner surface of the coupler cap in order to form the bottom and the inclined taper plane of the female thread, thereby facilitating machining and manufacture.
  • One-touch connecting means allows the clamping spring to be fitted into and fastened to the base spring in the state in which the clamping spring is twisted in the direction in which its diameter is increased.
  • the one-touch connecting means also allows the diameter of the clamping spring to be restored when the insertion of the reinforcement bar is completed. Accordingly, even if there is a difference in the diameter between reinforcement bars due to characteristics of the manufacturing process of the reinforcement bars, the reinforcement bars can be properly coupled to each other irrespective the difference.
  • the present invention provides a reinforcement bar coupler with which a reinforcement bar is connected and fixed.
  • the reinforcement bar coupler includes a hollow coupler cap having an open outer end through which the reinforcement bar is to be inserted into the coupler cap; a spiral female thread circumferentially recessed on an inner surface of the coupler cap, the female thread having an inclined taper plane which is inclined and protrudes from a recessed bottom in a direction toward the outer end; and a clamping spring having a spiral shape that corresponds to the female thread, the clamping spring being made of a material that can be twisted and changed in diameter under an external force and be elastically restored, and being fitted into and fastened to the female thread.
  • the clamping spring When the reinforcement bar is inserted, the clamping spring is closely abutted to the recessed bottom of the female thread and is unwound so that a diameter thereof is increased so that the reinforcement bar slips.
  • an external force in a direction opposite to a direction in which the reinforcement bar is inserted is applied in a state in which the reinforcement bar is inserted, the clamping spring moves in the direction toward the outer end of the coupler cap along the inclined taper plane due to a frictional force exerted onto the reinforcement bar and is wound on the reinforcement bar so that the diameter thereof is gradually decreased, thereby holding the reinforcement bar.
  • the reinforcement bar coupler according to the present invention is characterized in that the female thread includes a base spring fitted into the coupler cap.
  • the base spring is spirally wound so as to have an outer diameter corresponding to an inner diameter of the coupler cap, and has bottoms which are formed on an inner surface of the base spring, are spirally wound, and are spirally recessed in a circumferential direction at positions where adjacent joints meet, and inclined taper planes which are inclined and protrudes from the recessed bottoms in a direction toward the outer end.
  • the reinforcement bar coupler further includes an anti-dislodgement unit having a reinforcement bar passage hole in a central portion thereof, the reinforcement bar passage hole having a predetermined diameter through which the reinforcement bar can pass.
  • the anti-dislodgement unit is fastened to the outer end of the coupler cap in order to prevent the base spring from being dislodged in the direction toward the outer end of the coupler cap in a state in which the base spring is fitted into the coupler cap.
  • the reinforcement bar coupler according to the present invention is characterized in that the base spring has a rounded portion which is roundly machined along each corner of upper edges of the joints such that, when the clamping spring is moved in the direction toward the outer end of the coupler cap along the inclined taper plane, an upper edge of each of the joints overlaps an inner portion of a lower edge of an adjacent joint and an inner diameter of the base spring is decreased under an external force.
  • the reinforcement bar coupler according to the present invention is characterized in that the clamping spring has clamping taper planes, which correspond to the inclined taper planes such that the clamping spring is slideable and movable along the inclined taper plane, and an angled corner portion, a part of which thrusts into the reinforcement bar when the diameter of the clamping spring is decreased.
  • the reinforcement bar coupler according to the present invention is characterized by further including a one-touch connecting means which prevents the clamping spring from interfering with insertion of the reinforcement bar while the reinforcement bar is being inserted into the coupler cap, and causes the clamping spring to hold the reinforcement bar when the insertion of the reinforcement bar into the coupler cap is completed.
  • the one-touch connecting means includes a hook portion provided adjacent to the outer end of the coupler cap.
  • the hook portion supporting one end of the clamping spring, a support plate provided inside the coupler cap, and a leaf spring supported by the support plate, the leaf spring having a protrusion protruding from the support plate between the hook portion and the leaf spring such that the other end of the clamping spring is supported in a state in which the clamping spring is twisted in a direction in which the diameter there is increased.
  • the reinforcement bar coupler of the present invention having the above-described configurations, it is possible to easily connect and couple reinforcement bars with one touch based on a change in the diameter of the clamping springs caused by twisting using a relatively simple configuration. Since the bottom and the inclined taper plane are formed without machining the female thread, it is easy to machine and manufacture the reinforcement bar coupler. Since the cross-section of the clamping spring has a triangular shape, the reinforcement bar can be more securely fixed based on the sliding movement of the clamping spring and the thrust of the angled end portions into the reinforcement bar.
  • the one-touch connecting means allows the clamping spring to be fitted into and fastened to the base spring in the state in which the clamping spring is twisted in the direction in which its diameter is increased and the diameter of the clamping spring to be restored when the insertion of the reinforcement bar is completed, the reinforcement bars can be properly coupled to each other irrespective the difference even if there is a difference in the diameter between reinforcement bars due to characteristics of the manufacturing process of the reinforcement bars.
  • FIG. 1 is an exploded perspective view showing a reinforcement bar coupler of the related art
  • FIG. 2 is an exploded perspective view showing another reinforcement bar coupler of the related art
  • FIG. 3 are example views showing the states in which reinforcement bar couplers according to the present invention are used.
  • FIG. 4 is an exploded perspective view showing a reinforcement bar coupler according to a first embodiment of the present invention
  • FIG. 5 is a perspective view showing a part of the reinforcement bar coupler according to the first embodiment of the present invention which is partially cut away;
  • FIG. 6 is an exploded perspective view showing a reinforcement bar coupler according to a second embodiment of the present invention.
  • FIG. 7 is a perspective view showing a part of the reinforcement bar coupler according to the second embodiment of the present invention which is partially cut away;
  • FIG. 8 to FIG. 10 are side cross-sectional views showing the state in which the reinforcement bar coupler according to the second embodiment of the present invention is used.
  • FIG. 3 is example views showing the states in which reinforcement bar couplers according to the present invention are used
  • FIG. 4 is an exploded perspective view showing a reinforcement bar coupler according to a first embodiment of the present invention
  • FIG. 5 is a perspective view showing a part of the reinforcement bar coupler according to the first embodiment of the present invention which is partially cut away.
  • the reinforcement bar coupler according to the first embodiment of the present invention includes a coupler cap 10 , female threads 20 , a clamping spring 30 and one-touch connecting means 50 .
  • the coupler cap 10 is configured such that the reinforcement bars 1 which are to be connected and fixed to each other are inserted into the coupler cap 10 through the open outer ends.
  • the coupler cap 10 may have a variety of shapes, such as (a) an anchor type, (b) a linear type, (c) a T type, (d) a cross type, and so on.
  • each of the reinforcement bars 1 which are referred to herein may include a reinforcement bar having a typical shape in which the joint protrusions 1 a and the rib protrusions 1 b are formed, as well as a bolt having a male thread on the outer circumference thereof and a bar type member having a predetermined length.
  • the coupler cap 10 is illustrated as a linear type which is most frequently used on work sites.
  • the coupler cap 10 is configured as a hollow cylindrical pipe which is symmetrical about the longitudinal axis such that the pair of reinforcement bars 1 are connected to each other in the longitudinal direction.
  • the female threads 20 defines spaces into which the clamping springs 30 are fitted into and fastened to. According to the first embodiment of the present invention, the female threads 20 are spirally recessed along the circumferential direction on the inner surface of the coupler cap 10 .
  • the female threads 20 have inclined taper planes 22 which protrude from recessed bottoms 21 in the direction toward the outer ends, such that the clamping spring 30 can slide and move along the female threads 20 .
  • a cutting tap which spirally cuts the inner surface may be used. It is preferable to use a rolled tap which forms the female threads 20 by plastically deforming the inner surface of the coupler cap 10 during heating in order to save processing costs.
  • the clamping springs 30 are components which hold the reinforcement bars 1 inserted into the coupler cap 10 .
  • the clamping springs 30 have a spiral shape that corresponds to the female threads 20 , and are made of a material such as a spring steel that can be twisted and changed in diameter under an external force and be elastically restored.
  • the clamping springs 30 are fitted into and fastened to the female threads 20 . That is, the clamping springs 30 are a type of torsion spring which is changed in diameter in response to the twisted direction and is elastically restorable.
  • the clamping springs 30 can be rotated in one direction along the female threads 20 from the outer ends of the coupler cap 10 , and be fitted into and fastened to the female threads 20 inside the coupler cap 10 .
  • the clamping springs 30 are configured such that they are closely abutted to the recessed bottoms 21 of the female threads 20 and are unwound so that their diameter is increased, thereby enabling the reinforcement bars 1 to slip, when the reinforcement bars 1 are inserted into the clamping springs 30 .
  • the clamping springs 30 are pushed in the direction toward the recessed bottoms 21 of the female threads 20 and are unwound so that their diameter is increased, due to a force under which the reinforcement bars 1 are inserted and a frictional force exerted onto the reinforcement bars 1 , thereby enabling the reinforcement bars 1 to slip.
  • the clamping springs 30 are fastened into the female threads 20 of the coupler cap 10 in the state in which they are twisted in the direction in which their diameter is increased. Accordingly, the clamping springs 30 are minimally influenced by the diameter of the reinforcement bars 1 , and allow the reinforcement bars 1 to be properly inserted irrespective of the types of the reinforcement bars 1 . A detailed description thereof will be given with respect to a second embodiment of the present invention which will be described later.
  • the clamping springs 30 are wound while moving in the direction toward the outer ends of the coupler cap 10 along the inclined taper planes 22 due to the frictional force exerted onto the reinforcement bars 1 so that the diameter of the clamping springs 30 is gradually decreased, thereby holding the reinforcement bars 1 .
  • the one-touch connecting means 50 prevent the clamping springs 30 from interfering with the insertion of the reinforcement bars 1 in the process in which the reinforcement bars 1 are being inserted into the coupler cap 10 .
  • the one-touch connecting means 50 allow the clamping spring 30 to hold the reinforcement bars 1 .
  • Each of the one-touch connecting means 50 includes a hook portion 51 , a support plate 52 and a leaf spring 53 . A detailed description thereof will be given with respect to the second embodiment of the present invention which will be described later.
  • the reinforcement bar coupler according to the first embodiment of the present invention has been described hereinabove, and a detailed description will be given below of a reinforcement bar coupler according to the second embodiment of the present invention.
  • FIG. 6 is an exploded perspective view showing the reinforcement bar coupler according to the second embodiment of the present invention
  • FIG. 7 is a perspective view showing a part of the reinforcement bar coupler according to the second embodiment of the present invention which is partially cut away
  • FIG. 8 to FIG. 10 are side cross-sectional views showing the state in which the reinforcement bar coupler according to the second embodiment of the present invention is used.
  • the reinforcement bar coupler includes a coupler cap 10 , base springs 20 a, clamping springs 30 , anti-dislodgement units 40 and one-touch connecting means 50 .
  • the reinforcement bar coupler according to the second embodiment of the present invention further includes the anti-dislodgement units 40 , with the base springs 20 a substituting the female threads 20 .
  • the coupler cap 10 is a hollow cylindrical pipe which serves as a housing of the reinforcement bar coupler according to the second embodiment of the present invention which connects and couples a pair of reinforcement bars 1 to each other in the longitudinal direction.
  • the coupler cap 10 is configured such that both ends are symmetrical to each other about the longitudinal axis such that the pair of reinforcement bars 1 are respectively inserted into the coupler cap 10 through the outer ends thereof.
  • the base springs 20 a are inserted into and disposed in the coupler cap 10 .
  • the base springs 20 a are components which are fitted into the coupler cap 10 , and to which the clamping springs 30 are fitted and fastened.
  • the base springs 20 a are spirally wound such that they have an outer diameter corresponding to the inner diameter of the coupler cap 10 , and have bottoms 21 on the inner circumference thereof.
  • the bottoms 21 are spirally wound, and are spirally recessed in the circumferential direction at positions where adjacent joints 20 a ′ and 20 a ′′ meet each other.
  • clamping springs 30 having the spiral shape are fitted into and fastened to the bottoms 21 of the base springs 20 a which are spirally recessed.
  • the method of forming the female threads 20 directly on the inner surface of the coupler cap 10 as in the first embodiment of the present invention may be regarded as a method of forming the bottoms 21 .
  • this method is complicated and the cost of manufacture is increased, which is problematic. Therefore, according to the second embodiment of the present invention, the configuration of the base springs 20 a, which can be more easily manufactured than the threads 20 , is employed.
  • each base spring 20 a has an inclined taper plane 22 which protrudes from the recessed bottom 21 in the direction toward the outer end.
  • the base springs 20 a are formed such that their cross-section has a substantially triangular shape, so that the inclined taper planes 22 are naturally formed.
  • the clamping springs 30 can slide and move.
  • each base spring 20 a has rounded portions 23 which are machined along the corners of the upper edge of the joints 20 a ′ and 20 a ′′ such that they have a round shape. Consequently, when the clamping spring 30 moves in the direction toward the outer end of the coupler cap 10 along the inclined taper plane 22 , due to the external force, the upper edge of the joint 20 a ′′ overlaps the inner portion of the lower edge of the adjacent joint 20 a ′ so that the inner diameter is decreased.
  • the clamping springs 30 are wound while moving in the direction toward the outer ends of the coupler cap 10 along the inclined taper planes 22 due to the frictional force exerted onto the reinforcement bars 1 so that their diameter is gradually decreased, thereby holding the reinforcement bars 1 .
  • the base springs 20 a are subjected to an external force in the direction opposite to the direction in which the reinforcement bars 1 are inserted.
  • each base spring 20 a has the rounded portion 23 which is machined in the longitudinal direction along each corner of the upper edges of the joints 20 a ′ and 20 ′′, the upper edge of one joint 20 a ′′ overlaps the inner portion of the lower edge of the adjacent joint 20 a ′ and the inner diameter of the base springs 20 a is also decreased, so that the reinforcement bar 1 can be more reliably held.
  • Table 1 and Table 2 below represent results of tensile strength tests for reinforcement bar couplers according to KS D 0249: 2003 (regulated Mar. 4, 2003), a test method for a mechanical coupling of steel bars for steel-reinforced concrete published by the Korean Standards Association.
  • Table 1 represents the result of the tensile strength test for a reinforcement bar coupler in which no rounded portions 23 are formed in the base springs 20 a, i.e. the adjacent joints 20 a ′ and 20 a ′′ of the base springs 20 a do not overlap each other so that the inner diameter of the base springs 20 a is not changed when the reinforcement bars 1 are pulled in the direction toward the both ends of the coupler cap 10 .
  • Table 2 below represents the result of the tensile strength test for a reinforcement bar coupler in which the rounded portions 23 are formed in the base springs 20 a, i.e. the adjacent joints 20 a ′ and 20 a ′′ of the base springs 20 a overlap each other so that the inner diameter of the base springs 20 a is decreased when the reinforcement bars 1 are pulled in the direction toward the both ends of the coupler cap 10 .
  • each joint 20 a ′′ overlaps the inner portion of the lower edge of the adjacent joint 20 a ′ so that the inner diameter of the base spring 20 a is decreased when the rounded portion 23 is formed in the base spring 20 a.
  • the tensile strength of the reinforcement bar coupler according to the second embodiment of the present invention is greater than the tensile strength of the reinforcement bars 1 .
  • the clamping springs 30 are components which hold the reinforcement bars 1 inserted into the coupler cap 10 .
  • the clamping springs 30 have a spiral shape that corresponds to the bottoms 21 of the base springs 20 , and are made of a material such as a spring steel that can be twisted and changed in diameter under an external force and be elastically restored.
  • the clamping springs 30 are fitted into and fastened to the base springs 20 . That is, the clamping springs 30 are a type of torsion spring which is changed in diameter in response to the twisted direction and is elastically restorable.
  • the clamping springs 30 can be rotated in one direction along the bottoms 21 of the base springs 20 from the outer ends of the coupler cap 10 , and be fitted into and fastened to the bottoms 21 of the base springs 20 inside the coupler cap 10 .
  • the clamping springs 30 are configured such that they are closely abutted to the recessed bottoms 21 of the base springs 20 and are unwound so that their diameter is increased, thereby enabling the reinforcement bars 1 to slip, when the reinforcement bars 1 are inserted into the clamping springs 30 .
  • the clamping springs 30 are pushed in the direction toward the recessed bottoms 21 of the base springs 20 and are unwound so that their diameter is increased due to a force under which the reinforcement bars 1 are inserted and a frictional force exerted onto the reinforcement bars 1 , thereby enabling the reinforcement bars 1 to slip.
  • the clamping springs 30 are fastened into the recessed bottoms 21 of the base springs 20 in the state in which they are twisted in the direction in which their diameter is increased. Accordingly, the clamping springs 30 are minimally influenced by the diameter of the reinforcement bars 1 , and allow the reinforcement bars 1 to be properly inserted irrespective of the types of the reinforcement bars 1 . A detailed description thereof will be given later.
  • the clamping springs 30 are wound while moving in the direction toward the outer ends of the coupler cap 10 along the inclined taper planes 22 due to the frictional force exerted onto the reinforcement bars 1 so that the diameter of the clamping springs 30 is gradually decreased, thereby holding the reinforcement bars 1 .
  • the clamping springs 30 may have a circular cross-section like typical springs
  • the clamping springs 30 according to the first embodiment of the present invention have the clamping taper planes 31 that correspond to the inclined taper planes 22 such that the clamping springs 30 can slide and move along the inclined taper planes 22 .
  • the cross-section has a triangular shape such that angled corner portions 32 are formed which partially thrust into the reinforcement bars 1 when the diameter is decreased.
  • the anti-dislodgement units 40 are components which prevent the base springs 20 a from being dislodged in the direction toward the outer ends of the coupler cap 10 in the state in which the base springs 20 a are inserted into the coupler cap 10 .
  • Each of the anti-dislodgement units 40 has a reinforcement bar passage hole 41 through which a corresponding reinforcement bar 1 can pass.
  • the anti-dislodgement units 40 are fastened to the outer ends on both sides of the coupler cap 10 .
  • a hook portion 51 is formed in each lower end of the anti-dislodgement units 40 as components of the one-touch connecting means 50 which can support one end of each of the clamping springs 30 .
  • the hook portion 51 can twist the clamping springs 40 in the direction in which their diameter is increased so that the initial state before the insertion of the reinforcement bar 1 can be naturally realized.
  • the one-touch connecting means 50 are components that prevent the clamping springs 30 from interfering with the insertion of the reinforcement bars 1 while the reinforcement bars 1 are being inserted into the coupler cap 10 and allow the clamping springs 30 to hold the reinforcement bars 1 when the insertion of the reinforcement bars 1 into the coupler cap 10 is completed.
  • Each of the one-touch connecting means 50 includes the hook portion 51 , a support plate 52 and a leaf spring 53 .
  • the hook portion 51 is a component that supports one end 30 a of the clamping spring 30 between the hook portion 51 and the protrusion 531 of the leaf spring 53 in the state in which the clamping spring 30 is twisted in the direction in which its diameter is increased.
  • the hook portion 51 is provided adjacent to each outer end of the coupler cap 10 .
  • each hook portion 51 may be formed on one end of the base spring 20 a, the hook portion 51 is formed on each of the anti-dislodgement units 40 according to the second embodiment of the present invention.
  • the hook portion 51 can have any shapes which belong to the scope of protection of the present invention as long as they can hold the rotation of one end 30 a of the clamping spring 30 .
  • the support plate 52 is a component that is provided at the inner center of the coupler cap 10 .
  • the support plate 52 can rotate along the bottom 21 of the base spring 20 a before fastening of the clamping spring 30 , and be fixed to the inner central portion of the coupler cap 10 integrally with the leaf spring 53 which is supported by the support plate 52 .
  • the leaf spring 53 is a component that selectively supports the other end 30 b of the clamping spring 30 , and is fixed to the support plate 52 using a coupling bolt 533 . As shown in FIG. 8 , the leaf spring 53 has a protrusion 531 which protrudes from the support plate 52 between the hook portion 51 and the leaf spring 53 so as to support the other end of the clamping spring 30 in the state in which the clamping spring 30 is twisted in the direction in which its diameter is increased. As shown in FIG.
  • a guide portion 532 be formed at the opposite side of the protrusion 531 of the leaf spring 53 .
  • the guide portion 532 guides the clamping spring 30 so as to be positioned inside by decreasing the diameter of the other end portion of the clamping spring 30 so that the other end 30 b of the clamping spring 30 is supported by the protrusion 531 .
  • the head of the coupling bolt 533 which protrudes a predetermined height from the support plate 52 serves as a stopper which restricts insertion of the reinforcement bar 1 .
  • the head of the coupling bolt 533 also serves to provide a buffering space between the support plate 52 and the reinforcement bar 1 which is inserted. Otherwise, the leaf spring 53 may be pressed flat due to an insertion force resulting from the insertion of the reinforcement bar 1 and thus be permanently damaged.
  • FIG. 8 to FIG. 10 show the state in which the reinforcement bar coupler according to the second embodiment of the present invention is used.
  • FIG. 8 shows the process in which the reinforcement bars 1 are inserted into the coupler cap 10 .
  • the clamping springs 30 are supported and are closely abutted to the bottoms 21 of the base springs 20 a by the hook portions 51 and the protrusions 531 of the leaf springs 53 in the state in which the clamping springs 30 are twisted in the direction in which their diameter is increased, so that a predetermined gap “t” is formed between the reinforcement bars 1 . Consequently, even if there is a difference in the diameter between the reinforcement bars 1 due to characteristics of the manufacturing process of the reinforcement bars 1 , the reinforcement bars 1 can be properly inserted without interfering with the clamping springs 30 .
  • FIG. 9 shows the state in which the insertion of the reinforcement bars 1 into the coupler cap 10 is completed. Since one end of each of the reinforcement bars 1 presses against the protrusions 531 of the leaf springs 53 , the other end 30 b of the clamping springs 30 which has been supported by the protrusions 531 of the leaf springs 53 is no longer supported, so that the clamping springs 30 are elastically restored. Consequently, the clamping springs 30 are closely abutted to the reinforcement bars 1 .
  • FIG. 10 shows the case in which the reinforcement bars 1 are subjected to an external force in the direction opposite to the direction in which the reinforcement bars 1 are inserted, i.e. an external force in the direction toward the outer ends of the coupler cap 10 , in the state in which the insertion of the reinforcement bars 1 into the coupler cap 10 is completed. Consequently, the clamping taper planes 31 of the clamping springs 30 slide and move along the inclined taper planes 22 due to the frictional force between the clamping springs 30 and the reinforcement bars 1 so that the diameter of the clamping springs 30 is gradually decreased, and portions of the angled corner portions 32 of the clamping springs 30 thrust into the reinforcement bars 1 , so that the clamping springs 30 securely fix the reinforcement bars 1 .
  • each reinforcement bar 1 has the opposing rib protrusions 1 b and 2 b on both sides of the body, which is typically cylindrical, in the longitudinal direction thereof.
  • the joint protrusions 1 a are circumferentially formed on both sides of the rib protrusions 1 b at predetermined intervals.
  • the portions of the reinforcement bars 1 into which the angled corner portions 32 of the clamping springs 30 thrust will be the joint protrusions 1 a and the rib protrusions 1 b of the reinforcement bars 1 rather than the cylindrical bodies of the reinforcement bars 1 .
  • the clamping springs 30 are wound while being moved in the direction toward the outer ends of the coupler cap 10 along the inclined taper planes 22 under the frictional force exerted onto the reinforcement bars 1 so that their diameter is gradually decreased, thereby holding the reinforcement bars 1 .
  • the base springs 20 are also subjected to an external force in the direction opposite to the direction in which the reinforcement bars 1 are inserted, and the base springs 20 a have the rounded portions 23 , which are rounded in the longitudinal direction along the corners of the upper edges of the joints 20 a ′ and 20 a ′′. Consequently, the upper edges of each joint 20 a ′′ overlap the inner portions of the lower edges of the adjacent joint 20 a ′, and the diameter of the base springs 20 a is also decreased, so that the reinforcement bars 1 can be more reliably held.
  • the reinforcement bar coupler Based on the systematic coupling relationship of the above-described components, it is possible to easily connect and couple the reinforcement bars to each other using the reinforcement bar coupler according to the first embodiment of the present invention with one touch based on a change in the diameter of the clamping springs 30 caused by the twisting, even though the reinforcement bar coupler has a relatively simple configuration including the coupler cap 10 , the base springs 20 a, the clamping springs 30 and the anti-dislodgment devices 40 . Since the bottoms 21 and the inclined taper planes 22 are formed on the base springs 20 a without machining the female threads 20 on the inner surface of the coupler cap 10 , the reinforcement bar coupler can be easily machined and manufactured.
  • the reinforcement bars 1 can be more securely fixed based on the sliding movement of the clamping springs 30 and the thrust of the angled end portions into the reinforcement bars 1 . Since the one-touch connecting means 50 are provided, the clamping springs 30 can be inserted into and fastened to the base springs 20 a in the state in which the clamping springs 30 are twisted in the direction in which their diameter is increased, and the diameter of the clamping springs 30 is restored due to elasticity when the insertion of the reinforcement bars 1 is completed. Consequently, even if there is a difference in the diameter between the reinforcement bars 1 due to characteristics of the manufacturing process of the reinforcement bars 1 , the reinforcement bars 1 can be properly inserted without interfering with the clamping springs 30 .
  • the present invention having the above-described configuration can easily connect and fix reinforcement bars with one touch based on a change in the diameter of the clamping springs by twisting even if it has a simple configuration, and thus is industrially useful.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Bridges Or Land Bridges (AREA)
US13/883,246 2010-11-04 2011-10-31 Reinforcement bar coupler Abandoned US20130230350A1 (en)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
KR10-2010-0109388 2010-11-04
KR1020100109388A KR101030579B1 (ko) 2010-11-04 2010-11-04 철근 커플러
KR10-2011-0007910 2011-01-26
KR1020110007910A KR101036594B1 (ko) 2011-01-26 2011-01-26 철근 커플러
PCT/KR2011/008203 WO2012060593A2 (ko) 2010-11-04 2011-10-31 철근 커플러

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US20130230350A1 true US20130230350A1 (en) 2013-09-05

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US13/883,246 Abandoned US20130230350A1 (en) 2010-11-04 2011-10-31 Reinforcement bar coupler

Country Status (16)

Country Link
US (1) US20130230350A1 (ru)
EP (1) EP2636810B1 (ru)
JP (1) JP5598783B2 (ru)
CN (1) CN103189585B (ru)
AU (1) AU2011324256B2 (ru)
BR (1) BR112013010483A2 (ru)
CA (1) CA2815113C (ru)
CL (1) CL2013001198A1 (ru)
CO (1) CO6700876A2 (ru)
IL (1) IL225928A0 (ru)
MX (1) MX2013004953A (ru)
PE (1) PE20140428A1 (ru)
RU (1) RU2539457C1 (ru)
UA (1) UA104569C2 (ru)
WO (1) WO2012060593A2 (ru)
ZA (1) ZA201304073B (ru)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD744814S1 (en) * 2014-02-18 2015-12-08 Nexus Couplers Pty Ltd. Concrete reinforcing bar coupler part
USD744815S1 (en) * 2014-02-18 2015-12-08 Nexus Couplers Pty Ltd. Concrete reinforcing bar coupler part
USD813023S1 (en) 2016-08-08 2018-03-20 Reigstad & Associates, Inc. Post-tension concrete splicing device
USD814912S1 (en) * 2016-08-08 2018-04-10 Reigstad & Associates, Inc. Post-tension concrete splicing device
US10352046B2 (en) * 2016-04-22 2019-07-16 M3S Holdings Pty Ltd Adjustable compact lifting coupler and method of use
US10385569B2 (en) * 2014-07-07 2019-08-20 Hyun Min YANG High-strength one-touch rebar coupler
CN112160606A (zh) * 2020-09-04 2021-01-01 马传钊 一种型材丝杆组合钢筋工程施工装置
CN112832466A (zh) * 2021-01-06 2021-05-25 中国矿业大学 一种土木工程用钢棒群快速连接固定组件
US11028588B2 (en) * 2017-06-21 2021-06-08 N C Coupler Llc Rebar coupler
US11293182B2 (en) * 2016-09-12 2022-04-05 Coupler Solutions Limited Coupling device, associated parts and a method of use thereof
US11448251B2 (en) * 2017-12-18 2022-09-20 Kaoru Taneichi Bolt connector
WO2023283391A1 (en) * 2021-07-08 2023-01-12 Seung Ho Cha One-touch connection device for connecting reinforcing bars

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104328869B (zh) * 2014-11-13 2016-09-07 宁波建工股份有限公司 钢筋楔锥锚固式连接装置及连接方法
EP3265621A4 (en) * 2015-03-02 2018-12-19 Al-tuhami, Al-tuhami Abuzeid Truss reinforcement and their mechanical coupler joints for structural concrete utilizing
CN104963462B (zh) * 2015-07-07 2017-11-07 山东万斯达建筑科技股份有限公司 一种带锥筒的螺旋式钢筋连接器及其施工方法
CN104963463B (zh) * 2015-07-07 2017-11-07 山东万斯达建筑科技股份有限公司 一种筒状螺旋结构钢筋连接器及其施工方法
CN107060219A (zh) * 2017-03-29 2017-08-18 北京建筑大学 一种钢筋机械连接结构及方法
CN107419853B (zh) * 2017-07-24 2019-09-27 浙江诚骏建设工程有限公司 一种带有中间限位的钢筋直螺纹连接套筒
KR101959076B1 (ko) * 2018-12-27 2019-03-15 배영재 철근 커플러
RU2732171C1 (ru) * 2020-04-03 2020-09-14 Общество с ограниченной ответственностью "Империус Групп" Фиксатор арматурных стержней (4 варианта)
JP6758737B1 (ja) * 2020-04-16 2020-09-23 株式会社サンエーテック 鉄筋固定具
CN111927105B (zh) * 2020-07-27 2022-05-24 淮安市建筑设计研究院有限公司 一种钢筋连接方法
CN113430940A (zh) * 2021-06-24 2021-09-24 中国建筑第五工程局有限公司 盘扣式满堂支架整跨推移落位施工方法

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2490809A (en) * 1946-05-10 1949-12-13 Kearney James R Corp Means for joining electrical conductors and the like
US2572940A (en) * 1950-01-13 1951-10-30 Reliable Electric Co Wire grip indicating means
US3376060A (en) * 1964-12-14 1968-04-02 Shinko Wire Co Ltd Metallic member and joint assembly
US3515027A (en) * 1968-07-15 1970-06-02 Ralph Textrom Torsion cam fastener
US5295407A (en) * 1991-09-04 1994-03-22 Nsk Ltd. Electric linear actuator
US5606839A (en) * 1992-06-03 1997-03-04 Baumann; Hanns U. Energy dissipating connector
US5888025A (en) * 1994-11-25 1999-03-30 Mai Pump Austria Gmbh Coupling for tie rods
US6192647B1 (en) * 1999-04-15 2001-02-27 Kjell L. Dahl High strength grouted pipe coupler
US6679024B2 (en) * 2002-02-26 2004-01-20 Kjell L. Dahl High strength grouted pipe coupler
US6811347B1 (en) * 2003-10-28 2004-11-02 Pi-Hua Hsieh Lamp post insertional conjoinment structure
US7624556B2 (en) * 2003-11-25 2009-12-01 Bbv Vorspanntechnik Gmbh Threaded deformed reinforcing bar and method for making the bar

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2878063B2 (ja) * 1993-04-27 1999-04-05 株式会社奥村組 鉄筋の継手構造
JPH08319696A (ja) * 1995-05-24 1996-12-03 Sumitomo Metal Ind Ltd 棒鋼のねじ継手および継手金具
KR980002284A (ko) * 1998-01-09 1998-03-30 김명재 페인트 도료의 부착력 향상을 위한 용융아연도금방법
JPH11336257A (ja) * 1998-05-27 1999-12-07 Tokyo Tekko Co Ltd 鉄筋用連結装置
CN2410350Y (zh) * 2000-02-25 2000-12-13 柳州欧维姆建筑机械有限公司 联接器
DE60200118T2 (de) * 2001-02-21 2004-05-27 Erico International Corp., Solon Bewehrungsstabverbindung und Verbindungsverfahren
JP2003239458A (ja) * 2001-07-09 2003-08-27 Nippon Steel Corp ねじ節鉄筋用ねじ継手及びねじ節鉄筋用カプラーの製造方法
JP2003184222A (ja) * 2001-12-21 2003-07-03 Okiyama Seisakusho:Kk コイルばね入り鉄筋継手およびその製造方法
JP4029342B2 (ja) * 2003-03-31 2008-01-09 清水建設株式会社 機械式鉄筋継手
KR20050095968A (ko) * 2004-03-29 2005-10-05 정승영 원터치식 철근이음장치
KR20080031540A (ko) * 2006-10-04 2008-04-10 김원식 철근 커플러 체결장치
KR20090009578A (ko) 2007-07-20 2009-01-23 김주갑 철근 연결장치
RU2007133449A (ru) * 2007-09-06 2009-03-20 Феликс Л. СОРКИН (US) Соединительная муфта для соединения концов арматурных стержней
JP2009138408A (ja) * 2007-12-06 2009-06-25 Fuji Bolt Seisakusho:Kk 鉄筋の機械継手
KR100837113B1 (ko) 2008-03-18 2008-06-13 주식회사 태원코퍼레이션 철근 커플러
JP2009287234A (ja) * 2008-05-28 2009-12-10 Kyoei Steel Ltd ネジフシ鉄筋用取付具及び該ネジフシ鉄筋用取付具の取付方法
KR101033681B1 (ko) * 2009-02-06 2011-05-12 김병섭 철근 커플러
KR101121931B1 (ko) * 2009-03-30 2012-04-03 엘케이테크 주식회사 철근연결구

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2490809A (en) * 1946-05-10 1949-12-13 Kearney James R Corp Means for joining electrical conductors and the like
US2572940A (en) * 1950-01-13 1951-10-30 Reliable Electric Co Wire grip indicating means
US3376060A (en) * 1964-12-14 1968-04-02 Shinko Wire Co Ltd Metallic member and joint assembly
US3515027A (en) * 1968-07-15 1970-06-02 Ralph Textrom Torsion cam fastener
US5295407A (en) * 1991-09-04 1994-03-22 Nsk Ltd. Electric linear actuator
US5606839A (en) * 1992-06-03 1997-03-04 Baumann; Hanns U. Energy dissipating connector
US5888025A (en) * 1994-11-25 1999-03-30 Mai Pump Austria Gmbh Coupling for tie rods
US6192647B1 (en) * 1999-04-15 2001-02-27 Kjell L. Dahl High strength grouted pipe coupler
US6679024B2 (en) * 2002-02-26 2004-01-20 Kjell L. Dahl High strength grouted pipe coupler
US6811347B1 (en) * 2003-10-28 2004-11-02 Pi-Hua Hsieh Lamp post insertional conjoinment structure
US7624556B2 (en) * 2003-11-25 2009-12-01 Bbv Vorspanntechnik Gmbh Threaded deformed reinforcing bar and method for making the bar

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD744814S1 (en) * 2014-02-18 2015-12-08 Nexus Couplers Pty Ltd. Concrete reinforcing bar coupler part
USD744815S1 (en) * 2014-02-18 2015-12-08 Nexus Couplers Pty Ltd. Concrete reinforcing bar coupler part
US10385569B2 (en) * 2014-07-07 2019-08-20 Hyun Min YANG High-strength one-touch rebar coupler
US10352046B2 (en) * 2016-04-22 2019-07-16 M3S Holdings Pty Ltd Adjustable compact lifting coupler and method of use
USD813023S1 (en) 2016-08-08 2018-03-20 Reigstad & Associates, Inc. Post-tension concrete splicing device
USD814912S1 (en) * 2016-08-08 2018-04-10 Reigstad & Associates, Inc. Post-tension concrete splicing device
US11293182B2 (en) * 2016-09-12 2022-04-05 Coupler Solutions Limited Coupling device, associated parts and a method of use thereof
US11332935B2 (en) 2016-09-12 2022-05-17 Coupler Solutions Limited Coupling device, associated parts and a method of use thereof
US11773595B2 (en) 2016-09-12 2023-10-03 Coupler Solutions Limited Coupling device, associated parts and a method of use thereof
US11028588B2 (en) * 2017-06-21 2021-06-08 N C Coupler Llc Rebar coupler
US11448251B2 (en) * 2017-12-18 2022-09-20 Kaoru Taneichi Bolt connector
CN112160606A (zh) * 2020-09-04 2021-01-01 马传钊 一种型材丝杆组合钢筋工程施工装置
CN112832466A (zh) * 2021-01-06 2021-05-25 中国矿业大学 一种土木工程用钢棒群快速连接固定组件
WO2023283391A1 (en) * 2021-07-08 2023-01-12 Seung Ho Cha One-touch connection device for connecting reinforcing bars

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MX2013004953A (es) 2013-06-28
CO6700876A2 (es) 2013-06-28
AU2011324256A1 (en) 2013-06-06
JP2013541658A (ja) 2013-11-14
WO2012060593A2 (ko) 2012-05-10
CN103189585B (zh) 2015-11-25
RU2539457C1 (ru) 2015-01-20
CA2815113A1 (en) 2012-05-10
PE20140428A1 (es) 2014-03-28
IL225928A0 (en) 2013-06-27
BR112013010483A2 (pt) 2016-08-02
CA2815113C (en) 2015-01-06
CL2013001198A1 (es) 2013-09-27
UA104569C2 (ru) 2014-02-10
CN103189585A (zh) 2013-07-03
EP2636810A4 (en) 2014-11-19
EP2636810B1 (en) 2016-03-30
ZA201304073B (en) 2014-08-27
RU2013123799A (ru) 2014-12-10
JP5598783B2 (ja) 2014-10-01
WO2012060593A3 (ko) 2012-08-02
EP2636810A2 (en) 2013-09-11
AU2011324256B2 (en) 2015-10-01

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