KR100522081B1 - For connection fixing tool and tension material - Google Patents

For connection fixing tool and tension material Download PDF

Info

Publication number
KR100522081B1
KR100522081B1 KR10-1999-0010974A KR19990010974A KR100522081B1 KR 100522081 B1 KR100522081 B1 KR 100522081B1 KR 19990010974 A KR19990010974 A KR 19990010974A KR 100522081 B1 KR100522081 B1 KR 100522081B1
Authority
KR
South Korea
Prior art keywords
coupler
twisted
connecting member
coupling hole
tension
Prior art date
Application number
KR10-1999-0010974A
Other languages
Korean (ko)
Other versions
KR19990078398A (en
Inventor
구로사와료헤이
구로사와시로
다나베게이조
Original Assignee
구로사와 겐세츠 가부시키가이샤
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 구로사와 겐세츠 가부시키가이샤 filed Critical 구로사와 겐세츠 가부시키가이샤
Publication of KR19990078398A publication Critical patent/KR19990078398A/en
Application granted granted Critical
Publication of KR100522081B1 publication Critical patent/KR100522081B1/en

Links

Classifications

    • 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
    • E04C5/125Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Flexible Shafts (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

서스펜션 구조물에 있어서의 케이블의 단부처리를 간단한 방법으로 할 수 있는 접속용 정착구 및 긴장재를 제공한다.A fixing fixture and a tension member for connecting the cable in the suspension structure can be provided in a simple manner.

앵커헤드가 비틀려 박히는 결합구멍(4)를 구비한 커플러(2)와, 그 커플러(2)의 결합구멍(4)에 비틀려 박히는 접속부재(3)(13)으로 되며, 상기 접속부재(3)(13)이 록너트(10)으로 커플러(2)에 고정되며, 접속부재(3)(13)의 선단부에는 접속핀(7)이 설치되어 있다.A coupler 2 having a coupling hole 4 in which the anchor head is twisted and a connecting member 3 and 13 twisted in the coupling hole 4 of the coupler 2, 3) (13) is fixed to the coupler (2) by the lock nut (10), and the connecting pin (7) is provided at the tip of the connecting member (3) (13).

Description

접속용 정착구 및 긴장재 {FOR CONNECTION FIXING TOOL AND TENSION MATERIAL}Fixture and tension material for connection {FOR CONNECTION FIXING TOOL AND TENSION MATERIAL}

본 발명은 접속용 정착구 및 긴장재에 관한 것이다.The present invention relates to a connection anchorage and a tension member.

종래에는 각종의 서스펜션구조물에 사용되는 케이블의 단부처리를 앵커헤드에 삽입한 긴장재의 단부를 쐐기로 고정하고, 이 고정한 부분을 캡으로 덮고 그 캡속에 용융한 금속을 흘려넣어서 행하고 있었다.Conventionally, end treatment of cables used for various suspension structures is fixed by wedges of the end of the tension member inserted into the anchor head, the fixed portion is covered with a cap, and molten metal is poured into the cap.

그러나, 상기와 같은 서스펜션구조물에 있어서의 케이블의 단부처리 방법은 번잡하고 품이 많이 든다는 문제가 있었다.However, the end treatment method of the cable in such a suspension structure has a problem that it is complicated and expensive.

본 발명은 상기와 같은 문제를 감안하여 이루워진 것으로서,The present invention has been made in view of the above problems,

그 목적은 서스펜션구조물에 있어서의 케이블의 단부처리를 간단한 방법으로 할 수 있는 접속용 정착구 및 긴장재를 제공하는데 있다.The object is to provide a connecting anchorage and a tension member which can simplify the end treatment of the cable in the suspension structure.

상기의 문제를 해결하기 위한 수단은 청구항 1의 발명이 앵커헤드가 비틀려 박히는 결합구멍을 구비한 커플러와, 이 커플러의 결합구멍에 비틀려 박힌 접속부재로 이루워지며, 이 접속부재가 록너트로 상기 커플러에 고정되며, 접속부재의 선단부에는 접속핀이 설치된 것을 특징으로 하고 있다.Means for solving the above problems are the invention of claim 1 comprising a coupler having a coupling hole in which the anchor head is twisted and a connecting member twisted in the coupling hole of the coupler, the connecting member being a lock nut. It is fixed to the coupler, characterized in that the connecting pin is installed on the front end of the connecting member.

청구항 1의 발명에 의하면, 앵커헤드를 커플러의 결합구멍에 비틀어 박음으로써 접속용 정착구를 긴장재의 단부에 용이하게 설치할 수 있다.According to the invention of claim 1, the anchoring head can be easily attached to the end of the tension member by twisting the anchor head into the coupling hole of the coupler.

또, 청구항 2의 발명은 청구항 1에 있어서, 상기의 접속부재는 복수의 판이 나란히 돌출설치되어 있는 것을 특징으로 하고 있다.The invention of claim 2 is characterized in that, in the first embodiment, the connecting member is provided with a plurality of plates protruding side by side.

청구항 2의 발명에 의하면, 접속부재를 두장의 판으로 대략 자형으로 형성하므로서, 핀 접합을 용이하게 할 수가 있다.According to the invention of claim 2, the connecting member is roughly divided into two plates. By forming in a shape of a child, pin joining can be facilitated.

또, 청구항 3의 발명은 청구항 1 또는 2에 있어서, 상기 커플러의 결합구멍내에는, 록플레이트가 비틀려 박혀 있는 것을 특징으로 하고 있다The invention of claim 3 is characterized in that the lock plate is twisted into the coupling hole of the coupler according to claim 1 or 2.

청구항 3의 발명에 의하면, 록플레이트가 긴장재의 단부를 누르는 작용을 한다.According to the invention of claim 3, the lock plate acts to press the end of the tension member.

또, 청구항 4의 발명은 강재의 단부가 압착그립으로 앵커헤드에 고정되며, 그 앵커헤드가 커플러에 있어서의 결합구멍의 한쪽에 비틀려 박히며, 커플러에 있어서의 결합구멍의 다른 쪽에는, 접속핀을 구비한 접속부재가 비틀려 박히는 것을 특징으로 하고 있다.In addition, in the invention of claim 4, the end of the steel is fixed to the anchor head by a crimping grip, and the anchor head is twisted into one of the coupling holes in the coupler, and connected to the other side of the coupling hole in the coupler. The connecting member provided with the pin is twisted and nailed.

청구항 4의 발명에 의하면, 긴장재를 서스펜션구조물에 사용하는 경우에 접합단부를 핀으로 접합할 수 있으므로 긴장재의 설치를 용이하게 할 수가 있다.According to the invention of claim 4, when the tension member is used in the suspension structure, the joint end portion can be joined with a pin, so that the tension member can be easily installed.

청구항 5의 발명은 청구항 4에 있어서, 상기 접속부재가 록너트로 커플러에 고정되어 있는 것을 특징으로 하고 있다.The invention of claim 5 is characterized in that the connecting member is fixed to the coupler with a lock nut.

청구항 5의 발명에 의하면, 록너트에 의하여 접속부재가 커플러에서 이동하지 않는다.According to the invention of claim 5, the connection member does not move in the coupler by the lock nut.

또, 청구항 6의 발명은 청구항 5에 있어서, 상기 접속부재는 복수의 판이 병행하여 돌출설치되어 있는 것을 특징으로 한다.The invention of claim 6 is characterized in that the connecting member is provided with a plurality of plates protruding in parallel.

청구항 6의 발명에 의하면, 접속부재를 두장의 판으로 대략 자 형태로 형성하므로서, 긴장재를 핀으로 접합할 수 있다.According to the invention of claim 6, the connecting member is roughly divided into two plates. By forming in the shape of a child, the tension member can be joined with a pin.

또, 청구항 7의 발명은 청구항 6에 있어서, 상기 커플러의 결합구멍내에 있어서의 PC강재의 선단과 접속부재와의 사이에는 록플레이트가 비틀려 박혀 있는 것을 특징으로 한다.The invention according to claim 7 is characterized in that the lock plate is twisted between the distal end of the PC steel and the connecting member in the coupling hole of the coupler.

청구항 7의 발명에 의하면, 록플레이트가 긴장재의 단부를 눌러서 접속부재에 부딪히는 것을 방지한다.According to the invention of claim 7, the lock plate is prevented from pressing the end of the tension member against the connecting member.

또, 청구항 8의 발명은 청구항 4, 5, 6, 7에 있어서, 상기 앵커헤드 하면의 결합구멍내에는 스페이서가 충전되어 있는 것을 특징으로 한다.The invention of claim 8 is characterized in that the spacers are filled in the engaging holes in the lower surface of the anchor head according to claim 4, 5, 6, 7.

청구항 8의 발명에 의하면, 스페이서에 의해서 긴장재의 이동으로 인한 파손을 방지한다.According to the invention of claim 8, the spacer prevents damage due to the movement of the tension member.

[실시예]EXAMPLE

이하, 본 발명의 접속용 정착구 및 긴장재의 실시형태를 도면을 참조하여 상세히 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, embodiment of the connection anchorage and tension member of this invention is described in detail with reference to drawings.

먼저, 접속용 정착구에 대하여 설명하고, 그 다음에 긴장재에 대하여 설명한다.First, the connection fixing apparatus will be described, and then the tension member will be described.

도 1은 접속용 정착구의 단면도, 도 2는 다른 접속용 정착구의 단면도이다.1 is a cross-sectional view of a connecting fixing unit, and FIG. 2 is a cross-sectional view of another connecting fixing unit.

접속용 정착구(1)은 PC강재의 단부에 설치하여 그 접속을 용이하게 하는 것이며, 커플러(2)와 접속부재(3)으로 구성되어 있다.The connection fixing device 1 is provided at the end of the PC steel to facilitate the connection thereof, and is composed of a coupler 2 and a connection member 3.

커플러(2)는 PC강재의 앵커헤드나 접속부재(3)을 끼워 결합하는 결합구멍(4)를 구비하고, 이 결합구멍(4)의 내면에 암나사(5)가 만들어져 있다. 그리고, 결합구멍(4)의 한쪽으로 접속부재(3)이 비틀려 박혀 있다.The coupler 2 is provided with the engaging hole 4 which engages the anchor head and connection member 3 of PC steel, and the female screw 5 is made in the inner surface of this engaging hole 4. The connecting member 3 is twisted into one of the coupling holes 4.

접속부재(3)은 평행하는 두장의 판(6)이 자형으로 돌출형성되며, 선단부에 접속핀(7)이 설치되어 있다.The connecting member 3 has two parallel plates 6 Protrudingly shaped, the connecting pin 7 is provided at the tip.

그리고 두장의 판(6)사이에 접속하는 상대측의 접속부재가 삽입되어 접속핀(7)로 고정된다.Then, the connecting member on the opposite side to be connected between the two plates 6 is inserted and fixed with the connecting pin 7.

이 접속핀(7)은 한쪽의 저지판(8)이 나사(9)로 떼어내기를 할 수 있도록 되어 있으며, 이 나사(9)로 저지판(8)을 탈착할 수 있게 하므로서 접속핀(7)이 접속부재(3)으로부터 설치와 해제가 가능하도록 되어 있다.This connecting pin 7 allows one stop plate 8 to be detached with a screw 9, and the connecting pin 7 can be detached from the stop plate 8 with this screw 9. Is installed and released from the connecting member 3.

또, 접속핀(7)은 록너트(10)으로 커플러에 고정되어 있다.In addition, the connecting pin 7 is fixed to the coupler by the lock nut 10.

또, 접속용 정착구(1)을 PC강재의 단부에 설치한 경우에, PC강재의 단부를 누르는 록플레이트(11)이 결합구멍(4)에 비틀려 박혀 있다.In addition, in the case where the connection fixing tool 1 is provided at the end of the PC steel, the lock plate 11 for pressing the end of the PC steel is twisted in the engaging hole 4.

도 2는 다른 접속용 정착구(12)를 나타낸 것으로서, 접속부재(13)이 한장의 판(14)로 형성되어 있는 것 이외는 상기 접속용 정착구(1)과 동일한 구성이다.FIG. 2 shows another connection fixing tool 12, which has the same configuration as the connecting fixing device 1 except that the connecting member 13 is formed of a single plate 14. As shown in FIG.

이 경우는 접속하는 상대측의 접속부재가 두장의 판으로 자 형태로 형성되어 있다.In this case, the connecting member on the other side to be connected is made of two plates. It is formed in the shape of a ruler.

다음에, 상기의 접속용 정착구를 설치한 긴장재에 대하여 설명한다.Next, a tension member provided with the above-mentioned fixing anchor is described.

또한, 접속용 정착구에 대해서는 동일한 부호를 사용하여 설명한다.In addition, the connection fixing apparatus is demonstrated using the same code | symbol.

이 긴장재(15)는 도 6에 나타내는 바와 같은 서스펜션구조물(16)에 사용하는 것이며, 간단한 핀 접합이 될수 있도록 PC강재(17)의 양쪽단부에 접속용 정착구(1)이 설치되어 있다.This tension member 15 is used for the suspension structure 16 as shown in FIG. 6, and a connection fixing device 1 is provided at both ends of the PC steel 17 so that simple pin bonding can be achieved.

커플러(2)의 결합구멍(4)의 한쪽, 즉 후단측에는 앵커헤드(18)이 비틀려 박혀서 접속용 정착구(1)이 PC강재(17)의 단부에 설치되어 있다.The anchor head 18 is twisted into one of the coupling holes 4 of the coupler 2, i.e., the rear end side thereof, so that the connection fixing device 1 is provided at the end of the PC steel 17.

또, 커플러(2)의 결합구멍(4)의 다른 쪽에는 접속부재(3)이 비틀려 박히고, 록너트(10)으로 고정되어 있다.In addition, the connecting member 3 is twisted in the other side of the coupling hole 4 of the coupler 2, and is fixed by the lock nut 10. As shown in FIG.

상기 PC강재(17)은 피복(sheath)(19)로 복수의 꼬인 PC강선(20)이 다발로 묶여서 형성되며, 상기 꼬인 PC강선(20)이 앵커헤드(18)에 압착그립(21)로 고정되어 있다.The PC steel 17 is formed by sheathing a plurality of twisted PC steel wires 20 in bundles, and the twisted PC steel wires 20 are crimped grips 21 to the anchor head 18. It is fixed.

상기 피복(19)의 단부는 커플러(2)의 결합구멍(4)에 삽입되며, 그 외면에 감겨진 방수재(22)가 물의 침입을 방지하고 있다.The end of the sheath 19 is inserted into the coupling hole 4 of the coupler 2, and the waterproofing material 22 wound around its outer surface prevents water from entering.

또 앵커헤드 하면과 상기 피복선단부의 사이에는 실리콘고무등의 스페이서(23)이 끼워져 있으며, 압착그립(21)의 앞쪽으로 비틀어 박은 록플레이트(11)과 함께 꼬인 PC강선(20)의 이동으로 인한 파송을 방지하고 있다.In addition, a spacer 23, such as silicone rubber, is inserted between the lower surface of the anchor head and the covering tip portion, and the twisted grip 21 moves forward with the movement of the twisted PC steel wire 20 together with the lock plate 11 twisted forward. To prevent sending.

즉, PC강선(17)을 메다는구조물(16)등에 설치하였을 경우, 그 서스펜션구조물(16)이 바람등으로 흔들리게 되면 꼬인 PC강선에 인장력이나 압축력이 작용하여 단부가 다소 이동하기 때문에 상기 록플레이트(11)로 압착그립(21)의 선단을 누름과 동시에 피복(19)의 선단부가 앵커헤드(18)에 부딪히는 것을 방지하고 있다.That is, when the PC steel wire 17 is installed in the hanging structure 16 or the like, when the suspension structure 16 is shaken by the wind or the like, the tension or compression force acts on the twisted PC steel wire so that the end portion moves slightly. While pressing the tip of the crimping grip 21 with the plate 11, the tip of the sheath 19 is prevented from hitting the anchor head 18.

또한, PC강선(17)은 꼬인 PC강선에 한정되지 않으며, PC강봉이라도 좋다.The PC steel wire 17 is not limited to twisted PC steel wire, and may be a PC steel bar.

도 4는 다른 긴장재(25)를 나타낸 것이며, 접속부재(13)이 한장의 판(14)로 형성된 것 이외에는 상기 긴장재(15)와 동일한 구성이다.4 shows another tension member 25, which is the same configuration as the tension member 15 except that the connecting member 13 is formed of a single plate 14. As shown in FIG.

또한, 도 5의 긴장재(26)은 한끝에 두장의 판(6)으로 되는 접속부재(3)을 구비한 접속용 정착구(1)을 설치하고, 다른 끝에 한장의 판(14)로 되는 접속부재(13)을 구비한 접속용 정착구(12)를 설치한 것이다.In addition, the tension member 26 of FIG. 5 is provided with a connection fixing device 1 having a connecting member 3 having two plates 6 at one end thereof, and a connecting member having one plate 14 at the other end thereof. The connection fixing device 12 provided with (13) is provided.

이와 같이 사용하는 개소에 따라서 접속부재(3),(13)의 형태는 자유롭게 변경시킬 수가 있다.The shape of the connection member 3, 13 can be changed freely according to the location used in this way.

앵커헤드를 커플러의 결합구멍에 비틀려 박음으로서, 접속용 정착구를 긴장재의 단부에 용이하게 설치할 수 있게 된다.By twisting the anchor head into the coupling hole of the coupler, the connecting anchorage can be easily installed at the end of the tension member.

접속부재를 두장의 판으로 대략 자형으로 형성하므로서 핀 접합을 용이하게할 수가 있게 된다.The connecting member is roughly divided into two plates By forming in a shape of a child, pin joining can be facilitated.

또, 록플레이트가 긴장재의 단부를 누르는 작용을 한다.The lock plate also acts to press the end of the tension member.

그리고, 긴장재를 메다는 구조물에 사용할 때에 접합단부가 핀 접합할 수 있으므로 긴장재의 설치가 용이하다.In addition, when the tension member is used for the structure to be loaded, the joint ends can be pinned, so that the tension member can be easily installed.

또한, 록너트에 의하여 접속부재가 커플러에서 이동하지 않는다.In addition, the lock member does not move the connecting member from the coupler.

그리고, 긴장재의 이동으로 인한 파손을 방지한다.And it prevents the damage by the movement of a tension material.

도 1의 (1) 및 (2)는 접속용 정착구의 단면도.1 (1) and (2) are sectional views of the fixing anchor for the connection.

도 2의 (1) 및 (2)는 다른 접속용 정착구의 단면도.(1) and (2) is sectional drawing of another connection anchorage.

도 3은 일부를 커팅한 긴장재의 평면도.3 is a plan view of the tension material cut a part.

도 4는 일부를 커팅한 긴장재의 평면도.Figure 4 is a plan view of the tension material cut a portion.

도 5는 일부를 커팅한 긴장재의 평면도.5 is a plan view of the tension material cut a part.

도 6은 서스펜션 구조물의 정면도.6 is a front view of the suspension structure.

(도면의 주요부분에 대한 부호의 설명)(Explanation of symbols for the main parts of the drawing)

1, 12 접속용 정착구Fixture for 1, 12 connection

2 커플러(coupler)2 coupler

3, 13 접속부재3, 13 connection member

4 결합구멍(끼워맞춤 구멍)4 engaging hole (fitting hole)

5 암나사5 female thread

6 두장의 판6 plates

7 접속핀7 Connection Pin

8 저지판8 jersey plate

9 나사못9 screws

10 록너트(lock nut)10 lock nut

11 록플레이트(lock plate)11 lock plate

14 한장의 판14 boards

15,25,26 긴장재15,25,26 tension

16 서스펜션 구조16 suspension structure

17 PC 강재17 pcs steel

18 앵커헤드(anchor head)18 anchor head

19 피복(sheath)19 sheath

20 꼬인 PC강선20 twisted PC steel wire

21 압착 그립(grip)21 crimp grips

22 방수재22 waterproofing

23 스페이서23 spacer

Claims (8)

앵커헤드가 비틀려 박히는 결합구멍을 구비한 커플러와, 이 커플러의 결합구멍에 비틀려 박힌 접속부재로 되며, 이 접속부재가 록너트로 커플러에 고정되며, 접속부재의 선단부에는 접속핀이 설치된 것을 특징으로 하는 접속용 정착구.A coupler having a coupling hole in which the anchor head is twisted, and a connecting member twisted into the coupling hole of the coupler. The connecting member is fixed to the coupler by a lock nut, and a connecting pin is provided at the tip of the connecting member. The fixing anchor for connection. 제1항에 있어서,The method of claim 1, 상기의 접속부재는 복수의 판이 병행하여 돌출되어 설치된 것을 특징으로 하는 접속용 정착구.The connecting member is a connecting anchor, characterized in that a plurality of plates protrude in parallel. 제1항 또는 제2항에 있어서,The method according to claim 1 or 2, 상기 커플러의 결합구멍내에는 록플레이트가 비틀려 박힌 것을 특징으로 하는 접속용 정착구.And a lock plate is twisted in the coupling hole of the coupler. PC강재의 단부가 압착그립으로 앵커헤드에 고정되며, 그 앵커헤드가 커플러에 있어서의 결합구멍의 한쪽에 비틀려 박히고, 커플러에 있어서의 결합구멍의 다른쪽에는 접속핀을 구비한 접속부재가 비틀려 박힌 것을 특징으로 하는 긴장재.The end of the PC steel is fixed to the anchor head by a crimping grip, the anchor head being twisted into one side of the coupling hole in the coupler, and the other side of the coupling hole in the coupler is provided with a connecting member having a connecting pin. Tension material characterized by the wrong set. 제4항에 있어서,The method of claim 4, wherein 상기 접속부재가 록너트로 커플러에 고정된 것을 특징으로 하는 긴장재.Tension member, characterized in that the connection member is fixed to the coupler with a lock nut. 제 5항에 있어서,The method of claim 5, 상기 접속부재는 복수의 판이 병행하여 돌출되어 설치된 것을 특징으로 하는 긴장재.The connecting member is a tension member, characterized in that a plurality of plates protrude in parallel. 제 6항에 있어서,The method of claim 6, 상기 커플러의 결합구멍내에 있어서의 PC강재의 선단과 접속부재와의 사이에는 록플레이트가 비틀려 박힌 것을 특징으로 하는 긴장재.And a lock plate is twisted between the tip of the PC steel and the connecting member in the coupling hole of the coupler. 제4항, 5항, 6항, 7항의 어느 한 항에 있어서,The method according to any one of claims 4, 5, 6, and 7, 상기 앵커헤드 하면의 결합구멍내에는 스페이서가 채워진 것을 특징으로 하는 긴장재.Tension member, characterized in that the spacer is filled in the coupling hole of the lower surface of the anchor head.
KR10-1999-0010974A 1998-03-30 1999-03-30 For connection fixing tool and tension material KR100522081B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP10083537A JP2945371B1 (en) 1998-03-30 1998-03-30 Fixing tools and tendons for connection
JP10-83537 1998-03-30

Publications (2)

Publication Number Publication Date
KR19990078398A KR19990078398A (en) 1999-10-25
KR100522081B1 true KR100522081B1 (en) 2005-10-18

Family

ID=13805263

Family Applications (1)

Application Number Title Priority Date Filing Date
KR10-1999-0010974A KR100522081B1 (en) 1998-03-30 1999-03-30 For connection fixing tool and tension material

Country Status (2)

Country Link
JP (1) JP2945371B1 (en)
KR (1) KR100522081B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105113426A (en) * 2015-09-28 2015-12-02 中铁二局集团有限公司 Cable connector and steel truss arch bridge cable connecting method

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102767138A (en) * 2012-07-31 2012-11-07 江苏法尔胜缆索有限公司 Anti-fraying and waterproof sling structure of suspension bridge
CN111236038B (en) * 2020-03-09 2021-04-16 东南大学 Novel suspension bridge central authorities detain device
CN112145539B (en) * 2020-10-19 2022-05-27 曲阜华成环境工程有限公司 Method for installing separable closed hanging ring

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1293383A (en) * 1917-07-20 1919-02-04 Warren S Eaton Cable-coupling.
US1418298A (en) * 1919-12-29 1922-06-06 Thomas J Gorman Longitudinal rod adjustment
US3604361A (en) * 1969-01-21 1971-09-14 Aerial Transit Systems Inc Aerial guideway system
JPS472324Y1 (en) * 1967-06-24 1972-01-26
US4017198A (en) * 1974-06-27 1977-04-12 H. S. Mason Pty. Limited Pivotal connection
JPS5586140U (en) * 1978-12-11 1980-06-13
US4428100A (en) * 1982-04-16 1984-01-31 Square D Company Flip top automatic deadend
JPS604119U (en) * 1983-06-22 1985-01-12 黒沢建設株式会社 PC steel wire connector
US4845814A (en) * 1987-04-13 1989-07-11 Crosby Group, Inc. Wedge socket
JPH01129189U (en) * 1988-02-29 1989-09-04
JPH06123335A (en) * 1992-10-08 1994-05-06 Nippon Steel Corp Mechanism and method for fixing steel bar in tension structure
KR970042997U (en) * 1995-12-18 1997-07-29 현대자동차주식회사 Cable length adjuster

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1293383A (en) * 1917-07-20 1919-02-04 Warren S Eaton Cable-coupling.
US1418298A (en) * 1919-12-29 1922-06-06 Thomas J Gorman Longitudinal rod adjustment
JPS472324Y1 (en) * 1967-06-24 1972-01-26
US3604361A (en) * 1969-01-21 1971-09-14 Aerial Transit Systems Inc Aerial guideway system
US4017198A (en) * 1974-06-27 1977-04-12 H. S. Mason Pty. Limited Pivotal connection
JPS5586140U (en) * 1978-12-11 1980-06-13
US4428100A (en) * 1982-04-16 1984-01-31 Square D Company Flip top automatic deadend
JPS604119U (en) * 1983-06-22 1985-01-12 黒沢建設株式会社 PC steel wire connector
US4845814A (en) * 1987-04-13 1989-07-11 Crosby Group, Inc. Wedge socket
JPH01129189U (en) * 1988-02-29 1989-09-04
JPH06123335A (en) * 1992-10-08 1994-05-06 Nippon Steel Corp Mechanism and method for fixing steel bar in tension structure
KR970042997U (en) * 1995-12-18 1997-07-29 현대자동차주식회사 Cable length adjuster

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105113426A (en) * 2015-09-28 2015-12-02 中铁二局集团有限公司 Cable connector and steel truss arch bridge cable connecting method

Also Published As

Publication number Publication date
JPH11280851A (en) 1999-10-15
KR19990078398A (en) 1999-10-25
JP2945371B1 (en) 1999-09-06

Similar Documents

Publication Publication Date Title
US6578239B2 (en) Low profile latchable tie
US3858848A (en) Fish tape
US5041012A (en) Insulation piercing electrical clamp connector
US4444449A (en) Electrical connector
KR100522081B1 (en) For connection fixing tool and tension material
US5254021A (en) Electrical terminal
US6676436B2 (en) Cable connector
US4114262A (en) Cable connector
KR100512311B1 (en) Cable connection device
US3340351A (en) Dead-end connector
JP3330107B2 (en) Structure of anchoring part of PC steel and method of injecting buffer material in anchoring part of PC steel
JP2931587B1 (en) Cable for suspended structure
JPH10126931A (en) Wire anchor clamp
PT892472E (en) A PROCESS AND DEVICE FOR CONNECTING A BEAM THAT IS COMPOSED OF FILAMENTS TO A HOLE OR A CAP
JPS60150009A (en) Terminal structure of optical connector
JP2000345656A (en) Crimp grip for pc steel product
JP4051479B2 (en) Optical fiber cable traction tool and method of assembling the same
JP3418297B2 (en) Optical cable terminal structure
KR960008413Y1 (en) Wire connector
JPH026609Y2 (en)
JPS6153492B2 (en)
JP3001773U (en) Cable connection
JPS5847781Y2 (en) Wire-metal fittings
JPH10126933A (en) Wire anchor clamp
KR100383429B1 (en) Apparatus for pulling a bundle of cables

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20120808

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20130725

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20140806

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20150727

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20160719

Year of fee payment: 12

LAPS Lapse due to unpaid annual fee