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KR101384789B1 - Iron-bar coupler having screwless and screw - Google Patents

Iron-bar coupler having screwless and screw Download PDF

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Publication number
KR101384789B1
KR101384789B1 KR1020120116892A KR20120116892A KR101384789B1 KR 101384789 B1 KR101384789 B1 KR 101384789B1 KR 1020120116892 A KR1020120116892 A KR 1020120116892A KR 20120116892 A KR20120116892 A KR 20120116892A KR 101384789 B1 KR101384789 B1 KR 101384789B1
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KR
South Korea
Prior art keywords
connector
fastening
binding
rebar
screwed
Prior art date
Application number
KR1020120116892A
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Korean (ko)
Inventor
김광호
Original Assignee
태연기계주식회사
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Priority to KR1020120116892A priority Critical patent/KR101384789B1/en
Application granted granted Critical
Publication of KR101384789B1 publication Critical patent/KR101384789B1/en

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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
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/122Anchoring devices the tensile members are anchored by wedge-action
    • 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
    • E04C5/18Spacers of metal or substantially of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • 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
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/18Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
    • F16B7/182Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements for coaxial connections of two rods or tubes
    • 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
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/18Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements
    • F16B7/187Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections using screw-thread elements with sliding nuts or other additional connecting members for joining profiles provided with grooves or channels

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The present invention relates to a rebar coupler having a screwless part and a screw part, tightly binding a binding device and a second connector by screwed the same in all parts after inserting and combining the screwless part (or screw part) of the binding device with the screw part (or screwless part) of the second connector, as a result thereby configuring the rotation operation of the binding device very quickly and simply so that the rebar coupler can improve productivity. According to the present invention, the rebar coupler having the screwless part and the screw part connects a first reinforcing bar and a second reinforcing bar (1,2) shaped in a helical and provides a first reinforcing bar connection part (11) and a second reinforcing bar connection part (21).

Description

무나사부와 나사부를 갖는 철근 커플러{IRON-BAR COUPLER HAVING SCREWLESS AND SCREW}Reinforcing bar coupler with no thread and a thread {IRON-BAR COUPLER HAVING SCREWLESS AND SCREW}

본 발명은 철근 커플러에 관한 것으로, 더욱 상세하게는 2개의 철근을 직선으로 이음하되, 철근 커플러를 간편하고 신속하게 조작하여 철근을 이음할 수 있는 무나사부와 나사부를 갖는 철근 커플러에 관한 것이다.
The present invention relates to a reinforcing bar coupler, and more particularly, to a reinforcing bar coupler having a threaded portion and a threaded portion capable of connecting a reinforcing bar by simply and quickly manipulating two reinforcing bars in a straight line.

철근 콘크리트 구조는 콘크리트가 압축력을 부담하고 철근이 인장력을 부담하는 구조로써 철근과 콘크리트의 결합에 의하여 이루어진 구조이다. 콘크리트는 거푸집을 설치하고 타설하므로 이를 일체로 시공할 수 있으나, 철근은 일정한 길이의 규격품을 이어가며 시공해야 하는 바, 철근과 철근간의 조인트가 발생할 수밖에 없다. The reinforced concrete structure is a structure in which concrete bears compressive force and rebar bears tensile force, and is made by combining steel with concrete. Concrete can be installed integrally because the formwork is installed and poured, but the reinforcing bar must be constructed by continuing the standard product of a certain length, the joint between the reinforcing bar and the reinforcing bar is bound to occur.

따라서, 철근이 소요 인장력에 충분히 저항하기 위해서는 철근과 철근이 서로 긴밀하게 연결되어야 하며 이를 위해서는 통상 겹친 이음, 압접 또는 철근 이음쇠를 이용하는 방법 등이 사용된다.Therefore, in order for the reinforcing bar to sufficiently resist the required tensile force, the reinforcing bar and the reinforcing bar should be closely connected to each other. For this purpose, a method of using overlapped joints, pressure welding or reinforcing bar fittings is generally used.

겹친 이음은 철근과 철근을 소요 이음 길이 이상으로 겹쳐서 배근하고 결속선으로 묶는 것으로 배근 작업이 용이한 장점은 있으나, 철근의 직경이 큰 경우에는 편심에 의한 구조 내력상의 문제가 있고 콘크리트 부재가 얇은 경우에는 겹쳐진 철근 때문에 거푸집의 단면이 좁아져 콘크리트 타설이 용이하지 않은 문제가 있다. 또한, 현장에서 철근 이음길이에 대한 관리가 어렵고 이는 부실공사에 의한 하자의 발생으로 이어질 소지도 다분하며, 직경이 큰 철근에 있어서는 일정길이 이하의 철근은 이를 사용할 수가 없어 철근의 소요량이 증가하는 등의 문제가 있다.Overlapping joints are reinforced with reinforcing bars and reinforcing bars over the length of the joint and tied with a binding line, which makes it easier to work with reinforcing bars. However, when the diameter of the reinforcing bars is large, there are problems of structural strength due to eccentricity and thin concrete members. Due to the overlap of the reinforcing bars, the cross-section of the formwork is narrowed, there is a problem that concrete pouring is not easy. In addition, it is difficult to control the length of rebar joints in the field, which leads to the occurrence of defects due to insolvency work. In the case of reinforcing bars having a large diameter, reinforcing bars having a certain length or less can not be used, There is a problem of.

압접에 의한 철근 이음 방법은 철근과 철근의 단부를 이어댄 후 가열하고 압착하여 단부를 일체로 성형하는 방법이다.Reinforcing bar connection method by pressing is a method of integrally forming the end by heating and pressing after connecting the end of the reinforcing bar and the reinforcing bar.

그러나 압접은 작업시간이 길고 비용이 과다하며 화재의 위험이 있는 등 많은 문제가 있어 이를 적용하기가 쉽지 않다.However, welding is not easy to apply because there are many problems such as long working time, excessive cost and risk of fire.

상기와 같은 문제를 해결하기 위하여 철근과 철근을 기계적으로 결합하는 방법이 고안되고 있으며, 기계적 철근 이음방법으로는 철근에 직접 나사를 가공하는 방법, 나사편체를 결합시키는 방법, 결합체를 눌러서 고정시키는 방법, 커플러로 연결하는 방법 등이 있다.In order to solve the above problem, a method of mechanically combining a reinforcing bar with a reinforcing bar has been devised. As a mechanical reinforcing bar joining method, there are a method of screwing a reinforcing bar directly, a method of joining a screw coupling, , And a method of connecting with a coupler.

본 발명은 나선형 철근을 커플러로 연결하는 방법에 관한 것으로 이하에서는 본 발명과 관련된 내용만 설명하기로 한다.The present invention relates to a method of connecting a helical reinforcing bar to a coupler, and only a description related to the present invention will be described below.

종래 커플러는 덮개식, 나사식 등이 있다. 덮개식은 반원형으로 이루어진 2개의 덮개편으로 2개의 철근을 감싸고, 여기에 너트를 체결하는 방식이 일반적이며, 2개의 너트를 다수회에 걸쳐 돌려야 하기 때문에 작업성이 떨어진다.Conventional couplers include lid type, screw type, and the like. Cover type wraps two rebars with two semicircular cover pieces, and a method of fastening nuts thereto is common, and workability is inferior because two nuts must be rotated several times.

한편, 철근의 절단 과정에서 절단부에 버(burr)가 발생되고, 압연 과정에서 외형적인 변형(예컨대 철근의 단부가 타원형으로 찌그러짐 변형)이 발생되어 철근을 결속구(커플러)에 나사식으로 체결할 수 없다.On the other hand, in the cutting process of the reinforcing bars, burrs are generated in the cut portions, and the deformations (e.g., deformations of the end portions of the reinforcing bars are deformed into elliptical shapes) are generated in the rolling process so that the reinforcing bars are screwed into the binding holes I can not.

이러한 점을 감안하여 결속구의 나사산을 철근의 나사산보다 크게 가공하고 있으며, 이로 인하여 버가 발생되거나 외형이 변형되어도 철근을 결속구에 나사식으로 체결할 수 있지만, 철근의 나사산과 결속구의 나사산 사이에 간극이 생길 수밖에 없으므로 철근이 결속구 내부에서 상기 간극만큼 움직이는 문제점이 있다.In consideration of this point, the thread of the connecting rod is made larger than the thread of the reinforcing bar, so that even if the burr is generated or the outer shape is deformed, the reinforcing bar can be screwed to the connecting rod. However, There is a problem that the reinforcing bars move inside the binding claws by the gap.

이와 같은 문제점을 해결하기 위하여 본 출원인에 의해 특허받은 철근 커플러가 있다.In order to solve such a problem, there is a reinforced coupler patented by the present applicant.

본 출원인에 의해 특허받은 커플로서 등록특허 제10-1123347호는 커플러가 제1,2철근을 결속하는 것으로, 커플러를 예를 들어 제1철근에 나사 체결한 후 제1,2철근의 이음부를 맞대고, 상기 커플러를 상기 제2철근쪽으로 나사 체결함으로써 상기 커플러에 의해 제1,2철근이 결속되도록 구성되는 것으로, 전술한 종래 기술의 문제점을 해결할 수는 있지만, 상기 커플러를 오래 동안 돌려야 하므로 작업성이 떨어지는 문제점이 있다.
As a couple patented by the present applicant, Patent No. 10-1123347 is a coupler for binding the first and second reinforcing bars, and after coupling the coupler to the first rebar, for example, the first and second reinforcing bars are joined together. By screwing the coupler toward the second reinforcing bar, the coupler is configured to bind the first and second reinforcing bars by the coupler, but it is possible to solve the above-mentioned problems of the prior art, but it is necessary to turn the coupler for a long time so that workability There is a problem falling.

등록특허 제10-1123347호Registration No. 10-1123347 등록특허 제10-1187379호Patent No. 10-1187379 등록특허 제10-1187380호Patent No. 10-1187380

본 발명은 전술한 바와 같은 문제점을 해결하기 위한 것으로, 결속구를 이용하여 제1,2철근에 나사 결합된 제1,2커넥터를 결속하되, 상기 결속구를 소수회만 돌려도 결속구가 커넥터에 나사 체결되도록 하는 무나사부와 나사부를 갖는 철근 커플러를 제공하려는데 그 목적이 있다.
The present invention is to solve the problems as described above, using the binding sphere to bind the first and second connectors screwed to the first and second reinforcing bars, the binding sphere is connected to the connector even if only a few turns of the binding sphere An object of the present invention is to provide a rebar coupler having a threadless portion and a threaded portion for screwing.

본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러는, 각각 나선형의 제1,2철근을 이음하는 것으로, 상기 제1철근의 이음부에 나사 결합되는 제1커넥터, 상기 제2철근의 이음부에 나사 결합되는 제2커넥터, 상기 제1,2커넥터를 결속하는 결속구를 포함하며, 상기 제1커넥터는 일측으로 갈수록 외경이 작아지는 테이퍼 단면의 원추 형상으로 이루어지면서 내주면에는 상기 제1철근이 나사 체결되는 제1철근결합부가 구비되고, 상기 제2커넥터는 외주면에 체결부가 형성된 원통형으로 이루어지면서 내주면에 상기 제2철근이 나사 체결되는 제2철근결합부가 구비되며, 상기 결속구는 내주면의 일측이 테이퍼 단면으로 형성되어 상기 제1커넥터가 끼움 결합되고 내주면의 타측에 체결부가 형성되어 상기 제2커넥터에 나사 결합됨으로써 상기 제1,2철근이 각각 결합된 상기 제1,2커넥터를 결속하되, 상기 제2커넥터의 체결부는 무나사부와 나사부가 원주방향을 따라 교대로 반복하여 형성된 제1체결부, 상기 제1체결부의 나사부와 연속하며 원주방향을 따라 전체적으로 나사부가 형성된 제2체결부로 이루어지고, 상기 결속구의 체결부는 무사나부와 나사부가 원주방향을 따라 교대로 반복하여 형성된 제3체결부, 상기 제3체결부의 나사부와 연속하며 원주방향을 따라 전체적으로 나사부가 형성된 제4체결부로 이루어져, 상기 결속구의 제3체결부의 무나사부 또는 나사부를 상기 제2커넥터의 제1체결부의 나사부 또는 무나사부에 맞춰 끼운 후 나사 체결에 의해 상기 결속구가 상기 제2커넥터에 나사 결합되는 것을 특징으로 한다.
The rebar coupler having a threadless portion and a threaded portion according to the present invention respectively connects the first and second rebars in a spiral shape, and includes a first connector screwed to a joint portion of the first rebar and a joint portion of the second rebar. The first connector is screwed to the inner circumferential surface of the tapered cross-section, the second connector is connected to the screw, the first and second connectors, the first connector is tapered in the outer diameter is reduced toward one side A first reinforcing bar coupling part is provided, and the second connector has a cylindrical shape having a fastening part formed on an outer circumferential surface thereof, and a second reinforcing bar coupling part for screwing the second rebar to an inner circumferential surface thereof, and the binding port is tapered on one side of the inner circumferential surface thereof. The first and second reinforcing bars are formed by being cross-sectioned so that the first connector is fitted and the fastening part is formed on the other side of the inner circumferential surface and is screwed to the second connector. Engage the combined first and second connectors, wherein the fastening portion of the second connector is continuous with the first screw portion and the screw portion of the first screw portion formed alternately along the circumferential direction, and the circumferential direction is formed. The second fastening portion is formed as a whole, and the fastening portion of the fastener is continuous with the third fastening portion, the third fastening portion formed by alternately repeating the threadless portion and the screw portion along the circumferential direction, and generally along the circumferential direction. Comprising a fourth fastening portion formed with a threaded portion, the threaded portion or threaded portion of the third fastening portion of the fastening port is fitted to the threaded portion or the non-threaded portion of the first fastening portion of the second connector, and then the fastening hole is connected to the second connector by screwing. It is characterized in that the screw coupled to.

본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러에 의하면, 결속구의 무나사부(또는 나사부)를 제2커넥터의 나사부(또는 무나사부)에 맞춰 끼움 결합한 후 결속구를 1 내지 3회만 돌리더라도 결속구와 제2커넥터가 모든 부분에서 나사 체결되어 견고하게 결속되며, 결과적으로 결속구의 회전 작업이 매우 신속하고 간편하게 이루어짐으로써 생산성을 향상할 수 있다.According to the reinforcing bar coupler having a threadless portion and a threaded portion according to the present invention, the threaded portion (or threaded portion) of the binding sphere is fitted to the threaded portion (or threadless portion) of the second connector, and then the binding sphere is rotated only once or three times. The second connector is screwed in all parts and is firmly bound. As a result, the rotation of the fastener can be made very quickly and easily, thereby improving productivity.

그리고, 철근의 이음시 철근이나 커플러의 변경을 필요로 하는 경우 철근이나 커플러의 공장에서 가공할 필요없이 공사 현장에서 바로 철근을 절단(철근의 절단부에 버가 생김)하여도 철근의 이음이 가능하므로 작업성과 커플러의 작업성을 향상할 수 있다.In addition, when it is necessary to change the reinforcing bars and couplers when connecting the reinforcing bars, it is possible to make the reinforcing bars even if the reinforcing bars are cut immediately at the construction site And workability of the coupler can be improved.

또한, 내진설계에 따라 철근의 이음 강도(길이 등) 기준이 커지고 있으며, 커플러의 길이 변화가 매우 용이하여 저렴한 비용으로 내진설계를 만족할 수 있는 이점도 있다.In addition, according to the seismic design has increased the joint strength (length, etc.) of the reinforcing bar, there is an advantage that can easily change the length of the coupler to satisfy the seismic design at low cost.

도 1은 본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러의 결합 상태 사시도.
도 2는 본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러의 분해 사시도.
도 3은 본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러의 종단면도.
도 4는 본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러에 적용된 제2커넥터와 결속구의 전개도.
도 5는 본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러의 작용 상태도.
1 is a perspective view of a coupled state of a rebar coupler having a threadless portion and a screw portion according to the present invention.
2 is an exploded perspective view of a rebar coupler having a threadless portion and a screw portion according to the present invention.
3 is a longitudinal sectional view of a rebar coupler having a threadless portion and a threaded portion according to the present invention.
Figure 4 is an exploded view of the second connector and the binding port applied to the rebar coupler having a threadless portion and a screw portion according to the present invention.
5 is an operational state diagram of a rebar coupler having a threadless portion and a screw portion according to the present invention.

도 1 내지 도 3에서 보이는 바와 같이, 본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러(100)는, 각각 나선형의 제1,2철근(1,2)(외주면에 전체적으로 나사부가 형성된 철근, 또는 이음부에 나사부가 가공된 철근 등을 말함)을 직선형으로 이음하는 것으로, 제1철근(1)에 나사 체결되는 제1커넥터(10), 제2철근(2)에 나사 체결되는 제2커넥터(20), 제1,2철근(1,2)에 각각 결합된 제1,2커넥터(10,20)를 결속하는 결속구(30)로 이루어진다.As shown in Figures 1 to 3, the rebar coupler 100 having a threadless portion and a threaded portion according to the present invention, respectively, is a spiral first and second reinforcing bars (1,2) (reinforced bars having a thread on the outer peripheral surface as a whole, or The first connector 10 is screwed to the first reinforcing bar 1, the second connector is screwed to the second reinforcing bar (2) by connecting the threaded portion, etc.) 20), the binding holes 30 for binding the first and second connectors 10 and 20 coupled to the first and second reinforcing bars 1 and 2, respectively.

제1커넥터(10)는 내주면에 제1철근(1)이 나사 체결되도록 나선형의 제1철근결합부(11)(나선형의 산과 골이 연속되는 형태)가 구비되며, 결속구(30)와의 결속을 위하여 일측으로 갈수록 단면적이 커지는 테이퍼부(12)가 구비된 원추형상으로 이루어진다.The first connector 10 is provided with a spiral first reinforcing bar (11) (helical mountain and valley continuous form) so that the first reinforcing bar 1 is screwed on the inner peripheral surface, the binding with the binding port 30 For the conical shape is provided with a tapered portion 12 having a larger cross-sectional area toward one side.

제2커넥터(20)는 원통형으로 이루어지면서, 내주면에 제2철근(2)이 나사 체결되도록 나선형의 제2철근결합부(21)(나선형의 산과 골이 연속되는 형태)가 구비되며, 결속구(30)와의 결속을 위하여 외주면에 체결부(22)가 형성된다.The second connector 20 has a cylindrical shape, and is provided with a spiral second reinforcing bar portion 21 (a spiral mountain and valley continuous form) such that the second rebar 2 is screwed to the inner circumferential surface thereof. A fastening portion 22 is formed on the outer circumferential surface for binding with the 30.

결속구(30)는 내주면의 일측에 테이퍼부(31)가 구비되어 제1커넥터(20)를 결속하고, 내주면의 타측에 체결부(32)가 형성되어 제2커넥터(30)에 나사 체결된다. 즉, 제1,2커넥터(10,20)가 제1,2철근(1,2)에 결합된 상태에서 결속구(30)를 제2커넥터(20)에 나사 체결하면 결속구(30)가 제2커넥터(20)에 나사 결합되며, 이때, 제2커넥터(20)가 제1커넥터(10)를 밀게 되는데, 결속구(20)와 제1커넥터(10)의 테이퍼 단면이기 때문에 제1커넥터(10), 결속구(30) 및 제2커넥터(20)가 일체화된다.
The binding port 30 is provided with a taper portion 31 on one side of the inner circumferential surface to bind the first connector 20, and a fastening portion 32 is formed on the other side of the inner circumferential surface to be screwed to the second connector 30. . That is, when the first and second connectors 10 and 20 are coupled to the first and second reinforcing bars 1 and 2, the binding holes 30 are screwed into the second connector 20. Screwed to the second connector 20, at this time, the second connector 20 pushes the first connector 10, the first connector because it is the tapered cross section of the binding hole 20 and the first connector 10 10, the binding port 30 and the second connector 20 are integrated.

제2커넥터(20)의 나사부를 짧게 가공한다면 결속구(30)를 다수회 돌리지 않아도 결속할 수 있지만, 이렇게 되면 제1,2철근(1,2)의 결속력이 약하여 제1,2철근(1,2)의 이음부가 파단되고 피로시험을 견딜 수 없으며, 본 발명은 제2커넥터(20)와 결속구(30)의 결속 강도를 크게 하면서도 결속구(30)를 소수회만 돌려도 제2커넥터(20)에 결속될 수 있도록 제2커넥터(20)의 체결부(22)와 결속구(30)의 체결부(32)가 다음과 같이 구성된다.
If the threaded portion of the second connector 20 is processed short, it can be bound without turning the binding holes 30 a plurality of times. However, in this case, the binding force of the first and second reinforcing bars 1 and 2 is weak, so that the first and second reinforcing bars 1 2, the joint is broken and can not withstand the fatigue test, the present invention, while increasing the binding strength of the second connector 20 and the binding port 30, even if only a few turns of the binding port 30, the second connector ( The fastening part 22 of the second connector 20 and the fastening part 32 of the fastening hole 30 are configured as follows so as to be bound to 20).

제2커넥터(20)의 체결부(22)는 길이방향을 따라 단부에서부터 차례로 형성되는 제1체결부(23) 및 제2체결부(24)로 구분된다.The fastening part 22 of the second connector 20 is divided into a first fastening part 23 and a second fastening part 24 which are sequentially formed from the end along the longitudinal direction.

제1체결부(23)는 각각 2개 이상(도면에는 각각 3개로 도시됨)의 무나사부(23a)와 나사부(23b)가 원주방향을 따라 교대로 반복하여 형성되어 이루어진다.The first fastening portion 23 is formed by alternately repeating two or more unthreaded portions 23a and screw portions 23b alternately along the circumferential direction.

제2체결부(24)는 제1체결부(23)의 나사부(23b)와 연속하며 원주방향을 따라 전체적으로 형성되는 나사부로 이루어진다.
The second fastening portion 24 is composed of a screw portion which is continuous with the screw portion 23b of the first fastening portion 23 and is formed entirely along the circumferential direction.

결속구(30)의 체결부(32)는 길이방향을 따라 단부에서부터 차례로 형성되는 제3체결부(33) 및 제4체결부(34)로 구분된다.The fastening part 32 of the binding tool 30 is divided into the third fastening part 33 and the fourth fastening part 34 which are sequentially formed from the end part along the longitudinal direction.

제3체결부(33)는 각각 2개 이상(도면에는 각각 3개로 도시됨)의 무사나부(33a)와 나사부(33b)가 원주방향을 따라 교대로 반복하여 형성되어 이루어진다.Each of the third fastening portions 33 is formed by alternately repeating two or more threads (33 each in the drawing) of the threadless portion 33a and the screw portion 33b alternately along the circumferential direction.

제4체결부(34)는 제3체결부(33)의 나사부(33b)와 연속하며 원주방향을 따라 전체적으로 형성되는 나사부로 이루어진다.
The fourth fastening portion 34 is composed of a screw portion which is continuous with the screw portion 33b of the third fastening portion 33 and is formed entirely along the circumferential direction.

도 4는 제2커넥터(20)의 체결부(22)와 결속구(30)의 체결부(32)를 보이기 위하여 각각 원통형인 제2커넥터(20)와 결속구(30)를 전개한 도면이다.FIG. 4 is a view illustrating the second connector 20 and the binding port 30 each having a cylindrical shape to show the fastening portion 22 of the second connector 20 and the fastening portion 32 of the binding hole 30. .

이와 같은 구성에 따르면, 결속구(30)의 무나사부(33a)[또는 나사부(33b)]와제2커넥터(20)의 나사부(23b)[또는 무나사부(23a)]를 맞추고, 결속구(30)를 밀어 끼움 결합한 후, 결속구(30)를 돌리면 결속구(30)의 제3체결부(33)의 나사부(33b)와 제2커넥터(20)의 제2체결부(24)가 나사 결합되고, 결속구(30)의 제4체결부(34)와 제2커넥터(20)의 제1체결부(23)의 나사부(23a)가 나사 결합된다.According to such a structure, the screwless part 33a (or the screw part 33b) of the binding tool 30 is matched with the screw part 23b (or the threadless part 23a) of the 2nd connector 20, and the binding tool 30 is carried out. ), And after fitting, turning the fastening hole 30, the screw part 33b of the third fastening part 33 of the fastening device 30 and the second fastening part 24 of the second connector 20 are screwed together. Then, the fourth fastening portion 34 of the binding tool 30 and the threaded portion 23a of the first fastening portion 23 of the second connector 20 are screwed.

이와 같은 구성에 따르면, 결속구(30)를 제2커넥터(20)에 끼움 결합하기 위하여 결속구(30)의 무나사부(33a)[또는 나사부(33b)]와 제2커넥터(20)의 나사부(23b)[또는 무나사부(23a)]를 맞춰야 하며, 결속구(30)의 제3체결부(33)가 외부에서 보이지 않기 때문에 이들을 맞추는 것이 쉽지 않을 것이며, 이를 해결하기 위하여 표시부(25,35)가 구성된다.According to such a configuration, the threadless portion 33a (or the screw portion 33b) of the binding tool 30 and the threaded portion of the second connector 20 for fitting the binding tool 30 to the second connector 20. (23b) (or the threadless portion 23a) must be aligned, and it will not be easy to fit them because the third fastening portion 33 of the binding port 30 is not visible from the outside, and the display portions 25 and 35 to solve this problem. ) Is configured.

표시부(25,35)는 예를 들어 결속구(30)의 무나사부(33a), 제2커넥터(20)의 나사부(23b)(반대일 수도 있음)에 대응 형성되며, 홈, 돌기, 인쇄, 테이핑 등 다양한 방법이 가능하다.The display portions 25 and 35 correspond to, for example, the threadless portion 33a of the binding hole 30 and the threaded portion 23b of the second connector 20 (which may be reversed), and include grooves, protrusions, printing, Various methods such as taping are possible.

한편, 본 발명은 생산오차(버 포함) 등으로 인하여 제1,2철근(1,2)의 나사부와 제1,2커넥터(10,20)의 나사부 사이에 간극이 있더라도 제1철근(1)과 제1커넥터(10), 제2철근(2)과 제1커넥터(20)를 견고하게 결속하기 위하여 제1,2코일스프링(40,50)이 적용된다.On the other hand, the present invention, even if there is a gap between the threaded portion of the first and second reinforcing bars (1,2) and the threaded portion of the first and second connectors (10,20) due to production error (including burr), etc. The first and second coil springs 40 and 50 are applied to firmly bind the first connector 10, the second rebar 2, and the first connector 20.

제1,2코일스프링(40,50)은 제1,2커넥터(10,20)와 제1,2철근(1,2)의 사이에 개재되며 자체 탄성력에 의해 탄성 변형되어 제1커넥터(10)와 제1철근(1), 제2커넥터(20)와 제2철근(2)을 견고하게 결속한다.The first and second coil springs 40 and 50 are interposed between the first and second connectors 10 and 20 and the first and second reinforcing bars 1 and 2 and are elastically deformed by their own elastic force so that the first connector 10 ) And the first reinforcing bar (1), the second connector 20 and the second reinforcing bar (2).

즉, 제1,2코일스프링(40,50)은 단면의 크기가 제1,2철근(1,2)의 산과 제1,2커넥터(10,20)의 산 사이의 간격보다 큰 것이 바람직하다.That is, it is preferable that the first and second coil springs 40 and 50 have a cross-sectional size larger than the gap between the peaks of the first and second reinforcing bars 1 and 2 and the peaks of the first and second connectors 10 and 20. .

더불어, 제1,2코일스프링(40,50)은 전체적으로 직경이 균일한 구조도 가능하지만 보다 견고한 결속을 위하여 제1,2철근(1,2)의 골의 직경보다 작은 제1나선부, 제1,2철근(1,2)의 골의 직경과 동일한 제2나선부 및 제1,2커넥터(10,20)의 골의 내경보다 외경이 큰 제3나선부 중 2개 이상이 형성되는 구조가 바람직하다.In addition, the first and second coil springs 40 and 50 may have a structure having a uniform diameter as a whole, but the first spiral part and the first smaller than the diameter of the bone of the first and second reinforcing bars 1 and 2 for a more solid binding. A structure in which at least two of the second spiral portion equal to the diameter of the valley of the first and second reinforcing bars 1 and 2 and the third spiral portion having an outer diameter larger than the inner diameter of the valley of the first and second connectors 10 and 20 are formed. Is preferred.

즉, 이와 같은 구조의 제1,2코일스프링(40,50)은 탄성 변형되면서 제1,2철근(1,2)과 제1,2커넥터(10,20)를 가압 고정하며, 아울러, 상기 제1 내지 제3나선부는 각각의 마디가 제1,2철근(1,2)의 나사산과 함께 제1,2커넥터(10,20)의 이웃하는 2개의 나사산 사이에 삽입됨으로써 자체 탄성력에 의해 제1,2철근(1,2)의 나사산을 제1,2커넥터(10,20)의 나사산에 밀착시켜 고정한다.That is, the first and second coil springs 40 and 50 having such a structure are elastically deformed and pressurized and fixed to the first and second reinforcing bars 1 and 2 and the first and second connectors 10 and 20. Each of the first to third helixes is formed by its elastic force by having each node inserted between two adjacent threads of the first and second connectors 10 and 20 together with the threads of the first and second rebars 1 and 2. The threads of the first and second reinforcing bars 1 and 2 are fixed to the threads of the first and second connectors 10 and 20.

제1,2코일스프링(40,50)은 제1 내지 제3나선부 중 2개 이상이 단차지는 직경으로 형성되거나 일측 단부에서부터 타측 단부로 가면서 직경이 점진적으로 커지는 형태로 구성될 수 있다.
The first and second coil springs 40 and 50 may have a diameter in which two or more of the first to third spiral portions are stepped, or may be configured to gradually increase in diameter from one end to the other end.

본 발명에서 구체적으로 설명하지는 않았지만, 결속구(30)의 외주면에는 결속구(30)를 공구로 돌리기 위한 치구홈(또는 돌기)이 형성될 수 있고, 콘크리트가 내부에 채워질 수 있는 충진홀, 콘크리트와의 결속을 위한 요철부 등이 형성될 수 있다.
Although not specifically described in the present invention, a jig groove (or protrusion) may be formed on the outer circumferential surface of the binding hole 30 to turn the binding hole 30 with a tool, and a concrete filling hole may be filled therein. Concave-convex portion and the like can be formed for binding with.

도 5를 참조하여 본 발명에 의한 무나사부와 나사부를 갖는 철근 커플러의 작용을 설명한다.Referring to Figure 5 will be described the operation of the rebar coupler having a threadless portion and a screw portion according to the present invention.

제1커넥터(10)를 제1철근(1)의 단부에 제1코일스프링(40)과 함께 결합하고, 제2커넥터(20)를 제2철근(2)의 단부에 제2코일스프링(50)과 함께 결합한다. 이때, 결속구(30)와 제1커넥터(10)의 연결 구조상 결속구(30)를 제1철근(1)에 끼워 결합한다.The first connector 10 is coupled to the end of the first rebar 1 together with the first coil spring 40, and the second connector 20 is coupled to the end of the second rebar 2. ) Together. At this time, the binding port 30 is coupled to the first reinforcing bar 1 due to the connection structure between the binding port 30 and the first connector 10.

제1,2철근(1,2)의 단부를 맞댄 후, 제1,2커넥터(10,20)를 결속구(30)로 결속하기 위하여 결속구(30)를 제2커넥터(20)쪽으로 이동한다. 이때는 결속구(30)를 돌리지 않고 수평으로 이동시킨다.After joining the ends of the first and second reinforcing bars 1 and 2, the binding port 30 is moved toward the second connector 20 to bind the first and second connectors 10 and 20 to the binding port 30. do. At this time, the binding port 30 is moved horizontally without turning.

결속구(30)를 제2커넥터(20)에 결합하기 위하여 예컨대 결속구(30)의 무나사부(33a)와 제2커넥터(20)의 나사부(23b)를 일치시키는 작업을 필요로 한다(도 5의 A).In order to couple the binding tool 30 to the second connector 20, for example, the operation of matching the threadless portion 33a of the binding tool 30 with the screw 23b of the second connector 20 is necessary (Fig. 5, A).

이와 같이 결속구(30)의 무나사부(33a)와 제2커넥터(20)의 나사부(23b)를 일치한 후, 결속구(30)를 제2커넥터(20)측으로 수평 이동시켜 결속구(30)의 무나사부(33a)에 제2커넥터(20)의 나사부(23b)가 끼워지도록 한다. 즉, 지금까지는 결속구(30)를 회전하지 않고 제2커넥터(20)에 끼움 결합하는 것이다(도 5의 B).In this manner, after matching the threadless portion 33a of the binding port 30 with the threaded portion 23b of the second connector 20, the binding port 30 is horizontally moved toward the second connector 20 to bind the binding port 30. The threaded portion 23b of the second connector 20 is fitted into the threadless portion 33a of the (). That is, until now, the coupling port 30 is fitted to the second connector 20 without rotating (B of FIG. 5).

이어서 결속구(30)를 회전시키면 결속구(30)가 제2커넥터(20)에 나사 체결되며, 좀 더 구체적으로 설명하면, 결속구(30)의 나사부(33b)가 제2커넥터(20)의 제2체결부(24)에 나사 체결되고 아울러 결속구(30)의 제4체결부(34)가 제2커넥터(20)의 나사부(23b)에 나사 체결된다. 따라서, 결속구(30)와 제2커넥터(20)에 무나사부(33a,23a)가 있지만 모든 부분에서 나사 체결됨으로써 결속구(30)와 제2커넥터(20)가 견고하게 결합된다.Subsequently, when the binding sphere 30 is rotated, the binding sphere 30 is screwed to the second connector 20, and more specifically, the threaded portion 33b of the binding sphere 30 is the second connector 20. Screwed to the second fastening portion 24 and the fourth fastening portion 34 of the fastener 30 is screwed to the threaded portion 23b of the second connector 20. Therefore, although there are no screw parts 33a and 23a in the binding tool 30 and the second connector 20, the binding tool 30 and the second connector 20 are firmly coupled by screwing in all parts.

이와 같이 결속구(30)가 제2커넥터(20)에 나사 체결되는 과정에서 결속구(30)가 이동하고, 제2커넥터(20)가 제1커넥터(10)를 밀게 되며, 결속구(30)와 제1커넥터(10)가 테이퍼부(31,11)로 결합됨에 따라 결속구(30)와 제1커넥터(10)가 쐐기식으로 결합된다.
In this way, the binding hole 30 is moved in the process of screwing the binding hole 30 to the second connector 20, the second connector 20 pushes the first connector 10, and the binding hole 30 ) And the first connector 10 are coupled to the tapered portions 31 and 11, so that the binding sphere 30 and the first connector 10 are coupled in a wedge fashion.

1,2 : 제1,2철근,
10,20 : 제1,2커넥터, 11,21 : 제1,2철근결합부
12,31 : 테이퍼부, 22 : 체결부
23 : 제1체결부, 23a : 무나사부
23b : 나사부, 24 : 제2체결부
30 : 결속구, 32 : 체결부
33 : 제3체결부, 33a : 무나사부
33b : 나사부, 34 : 제4체결부
40,50 : 제1,2코일스프링,
1,2: First and second reinforcing bars,
10,20: 1st, 2nd connector, 11, 21: 1st, 2nd reinforced part
12,31: taper part, 22: fastening part
23: first fastening part, 23a: no thread part
23b: screw portion, 24: second fastening portion
30: binding sphere, 32: fastening portion
33: third fastening part, 33a: no thread part
33b: screw portion, 34: fourth tightening portion
40,50: 1st, 2nd coil spring,

Claims (4)

각각 나선형의 제1,2철근(1,2)을 이음하는 것으로,
상기 제1철근의 이음부에 나사 결합되는 제1커넥터(10), 상기 제2철근의 이음부에 나사 결합되는 제2커넥터(20), 상기 제1,2커넥터를 결속하는 결속구(30)를 포함하며,
상기 제1커넥터는 일측으로 갈수록 외경이 작아지는 테이퍼 단면의 원추 형상으로 이루어지면서 내주면에는 상기 제1철근이 나사 체결되는 제1철근결합부(11)가 구비되고,
상기 제2커넥터는 외주면에 체결부(22)가 형성된 원통형으로 이루어지면서 내주면에 상기 제2철근이 나사 체결되는 제2철근결합부(21)가 구비되며,
상기 결속구는 내주면의 일측이 테이퍼 단면으로 형성되어 상기 제1커넥터가 끼움 결합되고 내주면의 타측에 체결부(32)가 형성되어 상기 제2커넥터에 나사 결합됨으로써 상기 제1,2철근이 각각 결합된 상기 제1,2커넥터를 결속하되,
상기 제2커넥터의 체결부(22)는 무나사부(23a)와 나사부(23b)가 원주방향을 따라 교대로 반복하여 형성된 제1체결부(23), 상기 제1체결부(23)의 나사부(23b)와 연속하며 원주방향을 따라 전체적으로 나사부가 형성된 제2체결부(24)로 이루어지고,
상기 결속구의 체결부(32)는 무사나부(33a)와 나사부(33b)가 원주방향을 따라 교대로 반복하여 형성된 제3체결부(33), 상기 제3체결부(33)의 나사부(33b)와 연속하며 원주방향을 따라 전체적으로 나사부가 형성된 제4체결부(34)로 이루어져, 상기 결속구(30)의 제3체결부(33)의 무나사부(33a) 또는 나사부(33b)를 상기 제2커넥터(20)의 제1체결부(23)의 나사부(23b) 또는 무나사부(23a)에 맞춰 끼운 후 나사 체결에 의해 상기 결속구가 상기 제2커넥터에 나사 결합되는 것을 특징으로 하는 무나사부와 나사부를 갖는 철근 커플러.
By connecting the first and second reinforcing bars (1, 2) of each spiral,
The first connector 10 is screwed to the joint of the first rebar, the second connector 20 is screwed to the joint of the second reinforcing bar, the binding port 30 for binding the first and second connectors Including;
The first connector is formed in a conical shape of a tapered cross section whose outer diameter decreases toward one side, and an inner circumferential surface of the first connector is provided with a first rebar coupling part 11 to which the first rebar is screwed.
The second connector is provided with a second reinforcing bar portion 21 is formed in a cylindrical shape formed with a fastening portion 22 on the outer circumferential surface, the second rebar is screwed on the inner circumferential surface,
The binding sphere has one side of the inner circumferential surface formed with a tapered cross section so that the first connector is fitted and the fastening portion 32 is formed on the other side of the inner circumferential surface, and the first and second reinforcing bars are coupled to each other by being screwed to the second connector. Bind the first and second connectors,
The fastening part 22 of the second connector may include a first fastening part 23 and a screw part of the first fastening part 23, in which a non-threaded part 23a and a threaded part 23b are alternately repeated along the circumferential direction. And a second fastening portion 24 which is continuous with 23b) and has a threaded portion as a whole along the circumferential direction,
The fastening portion 32 of the binding tool includes a third fastening portion 33 formed by alternately repeating the threadless portion 33a and the screw portion 33b along the circumferential direction, and the screw portion 33b of the third fastening portion 33. And a fourth fastening portion 34 which is continuous with the threaded portion as a whole along the circumferential direction, and the screwless portion 33a or the threaded portion 33b of the third fastening portion 33 of the fastening hole 30 is connected to the second portion. And a screwless portion 23b or a screwless portion 23a of the first fastening portion 23 of the connector 20, and the fastening hole is screwed to the second connector by screwing. Rebar coupler with thread.
청구항 1에 있어서, 상기 결속구와 상기 제2커넥터에는 각각의 무나사부 또는 나사부를 표시하는 표시부(25,35)가 형성되는 것을 특징으로 하는 무나사부와 나사부를 갖는 철근 커플러.The reinforced coupler having a threadless portion and a threaded portion according to claim 1, wherein the binding sphere and the second connector are provided with display portions (25,35) indicating respective threadless portions or threaded portions. 청구항 1 또는 청구항 2에 있어서, 상기 제1,2커넥터와 상기 제1,2철근의 사이에 개재되어 상기 제1커넥터와 제1철근, 제2커넥터와 제2철근을 결속하는 제1,2코일스프링(40,50)을 포함하는 것을 특징으로 하는 무나사부와 나사부를 갖는 철근 커플러.The coil of claim 1 or 2, wherein the first and second coils are interposed between the first and second connectors and the first and second reinforcing bars to bind the first connector and the first reinforcing bars, the second connector, and the second reinforcing bars. Rebar coupler having a threadless portion and a threaded portion comprising a spring (40, 50). 청구항 3에 있어서, 상기 제1,2코일스프링은, 상기 제1,2철근의 골의 직경보다 작은 제1나선부, 상기 제1,2철근의 골의 직경과 동일한 제2나선부 및 상기 제1,2커넥터의 골의 내경보다 외경이 큰 제3나선부 중 2개 이상이 형성되어, 복원력에 의해 제1,2철근과 제1,2커넥터를 가압 고정하면서 상기 제1 내지 제3나선부는 각각의 마디가 상기 제1,2철근의 나사산과 함께 상기 제1,2커넥터의 이웃하는 2개의 나사산 사이에 삽입됨으로써 자체 탄성력에 의해 상기 제1,2철근의 나사산을 상기 제1,2커넥터의 나사산에 밀착시켜 고정하는 것을 특징으로 하는 무나사부와 나사부를 갖는 철근 커플러.The method of claim 3, wherein the first and second coil springs, the first spiral portion smaller than the diameter of the bone of the first, second reinforcing bar, the second spiral portion equal to the diameter of the bone of the first, second reinforcing bar and the first Two or more of the third spiral parts having an outer diameter larger than the inner diameter of the bones of the first and second connectors are formed, and the first to third spiral parts are press-fixed to the first and second rebars and the first and second connectors by restoring force. Each node is inserted between two neighboring threads of the first and second connectors together with the threads of the first and second rebars so that the threads of the first and second reinforcements are connected to each other by the elastic force of the first and second connectors. A rebar coupler having a threadless portion and a threaded portion, wherein the reinforcing coupler has a threadless portion and a threaded portion.
KR1020120116892A 2012-10-19 2012-10-19 Iron-bar coupler having screwless and screw KR101384789B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101576773B1 (en) * 2015-06-03 2015-12-10 (주)보루 Reinforcing Rod A Coupling Devices

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200207138Y1 (en) 2000-07-10 2000-12-15 주식회사경호기술단 Splicing device for steel bars
KR100914049B1 (en) 2009-05-07 2009-08-26 최정환 Connections bending type rebar coupler
KR101036594B1 (en) 2011-01-26 2011-05-24 김병섭 Reinforcing bar coupler

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200207138Y1 (en) 2000-07-10 2000-12-15 주식회사경호기술단 Splicing device for steel bars
KR100914049B1 (en) 2009-05-07 2009-08-26 최정환 Connections bending type rebar coupler
KR101036594B1 (en) 2011-01-26 2011-05-24 김병섭 Reinforcing bar coupler

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101576773B1 (en) * 2015-06-03 2015-12-10 (주)보루 Reinforcing Rod A Coupling Devices

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