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KR20030012768A - The joint device of concrete structure for underground road and side way - Google Patents

The joint device of concrete structure for underground road and side way Download PDF

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Publication number
KR20030012768A
KR20030012768A KR1020010064052A KR20010064052A KR20030012768A KR 20030012768 A KR20030012768 A KR 20030012768A KR 1020010064052 A KR1020010064052 A KR 1020010064052A KR 20010064052 A KR20010064052 A KR 20010064052A KR 20030012768 A KR20030012768 A KR 20030012768A
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South Korea
Prior art keywords
blocking plate
plate
concrete structure
blocking
joint
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KR1020010064052A
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Korean (ko)
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KR100424982B1 (en
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강명석
고삼석
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강명석
고삼석
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Priority to KR10-2001-0064052A priority Critical patent/KR100424982B1/en
Publication of KR20030012768A publication Critical patent/KR20030012768A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106Joints with only prefabricated packing; Packings therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/12Packing of metal and plastic or elastic materials
    • E01C11/126Joints with only metal and prefabricated packing or filling
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14Dowel assembly ; Design or construction of reinforcements in the area of joints
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Building Environments (AREA)

Abstract

본 발명은 지하차보도 콘크리트 구조물의 이음장치에 관한 것으로, 더욱 상세하게는 지하차보도 콘크리트 구조물 간의 이음이 견고하게 이루어질 수 있도록 하면서 수평창 지수제를 사용하지 않고도 틈새의 수밀 기능을 갖도록 한 지하차보도 콘크리트 구조물의 이음장치에 관한 것으로서, 이는 상호 소정 간격을 두고 평행하게 동일 형상의 제1차단판(11) 및 제2차단판(12)이 구비되어 본체(1)를 구성하고, 상기 제1차단판(11)과 제2차단판(12) 사이에는 조인트 필터(14)가 채워지는 충진공간부(13)가 형성되며, 상기 충진공간부(13)의 양단부측은 신축고무(15)로 밀봉되고, 제1차단판(11)과 제2차단판(12)의 측면부에 다수의 앵커볼트(16)가 서로 대칭되게 돌출 형성됨으로써 콘크리트 구조물 간의 이음이 견고하게 이루어질 수 있을 뿐만 아니라 수평창 지수제를 사용하지 않고도 틈새의 수밀 기능을 가짐으로써 기존에 상기 수평창 지수제를 사용함에 따른 누수현상을 지속적으로 방지할 수 있는 효과가 있다.The present invention relates to a joint device for the underground car sidewalk concrete structure, and more particularly to an underground car that has a watertight function of the gap without using a horizontal window indexing agent while allowing the joint between the underground car sidewalk concrete structure to be securely made. The present invention relates to a jointing device of a sidewalk concrete structure, which is provided with a first blocking plate (11) and a second blocking plate (12) of the same shape in parallel to each other at a predetermined interval to constitute a main body (1), and the first A filling space 13 is formed between the blocking plate 11 and the second blocking plate 12 so that the joint filter 14 is filled, and both ends of the filling space 13 are sealed with the elastic rubber 15. In addition, a plurality of anchor bolts 16 protrude symmetrically from each other at the side portions of the first blocking plate 11 and the second blocking plate 12 so that the joint between the concrete structure can be made firmly as well as the horizontal window indexing agent. Buy it By having a watertight function of the gap without using it has an effect that can continuously prevent the leakage phenomenon by using the horizontal window index agent.

Description

지하차보도 콘크리트 구조물 이음장치{The joint device of concrete structure for underground road and side way}The joint device of concrete structure for underground road and side way}

본 발명은 지하차보도 콘크리트 구조물의 이음장치에 관한 것으로, 더욱 상세하게는 지하차보도의 콘크리트 구조물 간의 이음이 견고하게 이루어질 수 있도록 하면서 수평창 지수제를 사용하지 않고도 틈새의 수밀 기능을 갖도록 하고, 콘크리트 구조물 내부에서 이음부 측으로 침투하는 수분과 콘크리트 구조물 외부에서 내부로 침투하는 수분, 그리고 이음장치 간의 틈새로 침투하는 수분을 모두 차단할 수 있도록 함으로써 수밀의 효율성을 확보할 수 있도록 한 지하차보도 콘크리트 구조물의 이음장치에 관한 것이다.The present invention relates to a joint device of the underground car sidewalk concrete structure, and more particularly to ensure the joint between the concrete structures of the underground car sidewalk to have a watertight function of the gap without using a horizontal window index agent, Underground car sidewalk concrete structure to ensure the efficiency of watertightness by blocking both the water penetrating into the joint part from the inside of the concrete structure, the water penetrating into the inside from the outside of the concrete structure, and the water penetrating into the gap between the joint devices. It relates to the joint of the.

일반적으로 지하차보도는 박스형태의 콘크리트 구조물로 형성되고, 여러 구간으로 나뉘어 시공된다. 즉, 정해진 길이만큼의 폭과 길이로 거푸집 설치후 콘크리트를 타설해 양생하는 것으로 한 구간이 시공되고, 그 다음 길이방향을 따라 계속 이어지는 식으로 계획된 길이 만큼 구간을 나누어 상기한 바와 같은 시공이 이루어지도록 하고 있다.In general, the underground car sidewalk is formed of a box-shaped concrete structure, and is divided into several sections. That is, one section is constructed by placing concrete and curing the formwork to a predetermined length and length, and then the sections are divided by the planned length in such a way that they continue along the longitudinal direction so that the construction as described above is achieved. Doing.

그리고 각 구간의 콘크리트 구조물 사이는 지수판으로 상호 연결되고, 공간부는 경질 완충제로 된 조인트 필터로 채워지며, 상기 조인트 필터 단부측은 수팽창 지수제로 밀봉되어 이음부를 통해 누수되는 현상을 방지토록 하고 있다. 상기 수팽창 지수제는 양측방의 콘크리트 구조물로부터 물을 흡수하게 되면 자체 부피가 팽창하면서 그 틈새를 밀봉시켜주는 작용을 한다.And between the concrete structures of each section is interconnected by a water plate, the space portion is filled with a joint filter of a hard buffer, the joint filter end side is sealed with a water expansion index agent to prevent the phenomenon of leakage through the joint. The water-expanding agent absorbs water from both sides of the concrete structure and serves to seal the gap while expanding its volume.

그러나 상기 수팽창 지수제는 1년 정도의 시간이 경과되면 점차 경화되기 시작하면서 그 기능, 즉 물을 흡수하면 팽창하면서 틈새를 밀봉시켜 수밀을 기할 수 있도록 하는 능력이 상실됨으로써 지하차보도 콘크리트 구조물 이음부위에서 누수가 발생되는 문제점이 있었다.However, the water-expansion index agent begins to harden gradually after about a year, and loses its function, that is, the ability to seal the gap and expand the watertightness by absorbing water, thus losing the ability to achieve watertightness. There was a problem that leaks occur at the site.

또한 콘크리트 구조물 내부에서 이음부 측으로 침투하는 수분과 콘크리트 구조물 외부에서 내부로 침투하는 수분, 그리고 이음부 간의 틈새로 침투하는 수분을 차단할 수 있는 수단이 마련되어 있지 않아 누수를 가중시키는 문제점이 있었다.In addition, there is a problem in that water leakage is increased because a means for blocking moisture penetrating into the joint part from the inside of the concrete structure, moisture penetrating into the inside from the outside of the concrete structure, and moisture penetrating into the gap between the joint part are not provided.

이에 본 발명은 상기한 바와 같은 종래의 제반 문제점을 해소하기 위해서 안출된 것으로, 그 목적은 지하차보도 콘크리트 구조물 간의 이음이 견고하게 이루어질 수 있도록 하면서 수평창 지수제를 사용하지 않고도 틈새의 수밀 기능을 갖도록 함으로써 상기 수평창 지수제 사용에 따른 누수현상을 지속적으로 방지할 수 있도록 하는데 있다.Accordingly, the present invention has been made to solve the conventional problems as described above, the purpose is to ensure the joint between the underground car sidewalk concrete structure while maintaining the watertight function of the gap without using a horizontal window index agent It is to be able to continuously prevent the leakage phenomenon caused by the use of the horizontal window index agent.

본 발명의 다른 목적은 별도의 차수판을 이음부의 중간부와 각 단부측에 형성하고, 이음장치 간에는 실링에 의해 기밀이 유지될 수 있도록 하여 콘크리트 구조물 내부에서 이음부 측으로 침투하는 수분과 콘크리트 구조물 외부에서 내부로 침투하는 수분, 그리고 이음장치 간의 틈새로 침투하는 수분을 모두 차단할 수 있도록 함으로써 수밀의 효율성을 확보하는데 있다.Another object of the present invention is to form a separate order plate in the middle portion and each end side of the joint portion, so that the airtight can be maintained by sealing between the joint device and the water penetrating into the joint side from the inside of the concrete structure and the concrete structure outside It is to ensure the efficiency of watertightness by blocking all the water penetrating into the inside and the water penetrating into the gap between the joints.

이러한 본 발명의 목적을 달성하기 위하여 상호 소정 간격을 두고 평행하게 동일 형상의 제1차단판 및 제2차단판이 구비되어 본체를 구성하고, 상기 제1차단판과 제2차단판 사이에는 조인트 필터가 채워지는 충진공간부가 형성되며, 상기 충진공간부의 양단부측은 신축고무로 밀봉되고, 제1차단판과 제2차단판의 측면부에 다수의 앵커볼트가 서로 대칭되게 돌출 형성된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치가 제공된다.In order to achieve the object of the present invention, a first blocking plate and a second blocking plate of the same shape are provided in parallel with each other at predetermined intervals to form a main body, and a joint filter is provided between the first blocking plate and the second blocking plate. Filled space portion to be filled is formed, both ends of the filling space portion is sealed with stretch rubber, a plurality of anchor bolt protruding symmetrically mutually protruding from the side surface of the first blocking plate and the second blocking plate concrete A joint of the structure is provided.

상기 제1차단판 및 제2차단판은, 각 측면부 중간부 전.후방측에 서로 간격을 두고 제1차수판A 및 제2차수판B가 평행하게 제1차단판 및 제2차단판에 대해서 직교되게 돌출 형성되고, 상기 제1차수판A 및 제2차수판B의 각 단부측에는 내측 방향의 절곡부A 및 절곡부B가 일체로 형성된 것을 특징으로 한다.The first blocking plate and the second blocking plate are provided with respect to the first blocking plate and the second blocking plate in parallel with each other at the front and rear sides of the middle part of each side part. It is formed to protrude perpendicularly, each end side of the first order plate A and the second order plate B is characterized in that the bent portion A and the bent portion B in the inward direction are integrally formed.

상기 제1차수판A 및 제2차수판B는, 일측 실리콘, 타측 용접부에 의해서 제1차단판 및 제2차단판에 각각 고정된 것을 특징으로 한다.The first order plate A and the second order plate B are respectively fixed to the first blocking plate and the second blocking plate by one silicon and the other welding part.

상기 제1차단판 및 제2차단판은, 단부측 양측방으로 제2차수판을 각각 일체로 돌출 형성하고, 상기 제2차수판의 단부측에는 내향 절곡된 절곡부C가 일체로 형성된 것을 특징으로 한다.Each of the first blocking plate and the second blocking plate integrally protrudes the second order plate on both sides of the end side, and an inwardly bent portion C is integrally formed on the end side of the second order plate. do.

상기 제2차수판은, 제1차단판 및 제2차단판보다 높게 형성하여 그 높이차로 고정턱을 형성한 것을 특징으로 한다.The second blocking plate is formed higher than the first blocking plate and the second blocking plate, characterized in that the fixing jaw is formed by the height difference.

상기 제1차단판 및 제2차단판은, 측면 상부 전.후방측에 각각 수평방향의 플랜지가 형성되고, 상기 플랜지에는 수직으로 관통 형성된 체결공이 형성된 것을 특징으로 한다.The first blocking plate and the second blocking plate are horizontal flanges formed on the front and rear sides of the upper side, respectively, characterized in that the flange is formed with fastening holes vertically penetrated.

도 1은 본 발명의 구조를 보인 사시도.1 is a perspective view showing the structure of the present invention.

도 2는 본 발명의 설치상태를 보인 단면도.2 is a cross-sectional view showing an installation state of the present invention.

도 3은 도 2의 "C"부분 확대단면도.Figure 3 is an enlarged cross-sectional view "C" part of FIG.

도 4는 본 발명의 연결 상태를 보인 단면도.4 is a cross-sectional view showing a connection state of the present invention.

도 5는 본 발명의 실링 상태를 보인 단면도.5 is a cross-sectional view showing a sealing state of the present invention.

*도면의주요부분에대한부호의설명* Explanation of symbols for the main parts of the drawings

1:본체1: body

11,12:제1,2차단판 11A,11B:지지턱11, 12: 1st, 2nd blocking plate 11A, 11B: Supporting jaw

13:충진공간부 14:조인트 필터13: Filling space 14: Joint filter

15:신축고무 16:앵커볼트15: Extension rubber 16: Anchor bolt

17,18:제1,2차수판A,B 17A,17A:절곡부A,B17, 18: 1st, 2nd order plate A, B 17A, 17A: Bending part A, B

19:실리콘 20:용접부19: silicon 20: welding part

21:제2차수판 21A:절곡부C21: 2nd order plate 21A: bent portion C

22:플랜지 22A:체결공22: Flange 22A: Fastener

23:실링 23A:삽입홈23: Sealing 23A: Insertion groove

이하 첨부된 도면을 참조로 하여 본 발명의 구성을 실시예에 따라 상세히 설명한다.Hereinafter, the configuration of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 발명의 구성을 보인 사시도이다.1 is a perspective view showing the configuration of the present invention.

이에 도시된 바와 같이 본 발명은 상호 소정간격을 두고 평행하게 입설된 한 쌍의 제1차단판(11) 및 제2차단판(12)에 의해서 본체(1)가 구성되고, 이들 사이의 공간부에 의해서 조인트 필터(미도시됨)가 채워지는 충진공간부(13)가 형성된다.As shown in the drawing, according to the present invention, the main body 1 is constituted by a pair of first blocking plates 11 and a second blocking plate 12 which are placed in parallel with a predetermined interval therebetween, and a space part therebetween. The filling space 13 is formed by which the joint filter (not shown) is filled.

또한 상기 제1차단판(11) 및 제2차단판(12)의 단부측, 즉 충진공간부(13)의 양측은 기밀을 위해 신축고무(15)로 밀봉되고, 제1차단판(11) 및 제2차단판(12) 각각의 일측면 상에는 콘크리트 구조물 간의 이음을 위해 다수의 앵커볼트(16)가 외향으로 돌출 형성된다.In addition, end portions of the first blocking plate 11 and the second blocking plate 12, that is, both sides of the filling space 13, are sealed with the elastic rubber 15 for airtightness, and the first blocking plate 11 is provided. And a plurality of anchor bolts 16 protrude outwardly on one side of each of the second blocking plates 12 to form a joint between the concrete structures.

그리고 상기 앵커볼트(16)로 상호 연결된 양측방의 콘크리트 구조물로부터 누수되는 물이 제1차단판(11) 및 제2차단판(12)을 따라 이동하는 것을 차단하기 위해 상기 제1차단판(11) 및 제2차단판(12)의 측벽부 전.후방측에는 제1차수판A(17)와 제1차수판B(18)가 양측방으로 제1차단판(11) 및 제2차단판(12)과 직교되게 돌출 형성되고, 상기 제1차수판A(17) 및 제2차수판(21)의 각 단부측에는 측방의 수분침투를 차단하기 위해 절곡부A(17A) 및 절곡부B(18A)가 각각 형성된다.And the first blocking plate 11 to block the water leakage from the concrete structure of both sides interconnected by the anchor bolt 16 to move along the first blocking plate 11 and the second blocking plate 12. The first barrier plate A 17 and the first barrier plate B 18 are disposed at both sides of the sidewall portion of the second barrier plate 12 at both sides of the first barrier plate 11 and the second barrier plate 12. Protruded orthogonal to each other, and each end side of the first order plate A (17) and the second order plate (21) is a bent portion A (17A) and a bent portion (B) 18A to block lateral moisture penetration. Are each formed.

이와함께 제1차단판(11) 및 제2차단판(12)의 양단부 측에는 외부에서 콘크리트 구조물 내부로 수분이 침투하는 것을 차단하기 위해 측방향으로 각각 제2차수판(21)이 돌출 형성되고, 상기 제2차수판(21)의 단부측에는 측방의 수분침투 차단을 위해 절곡부C(21A)가 일체로 내향 돌출되게 형성된다.At the same time, both ends of the first blocking plate 11 and the second blocking plate 12 are formed to protrude from the outside in order to prevent water from penetrating into the concrete structure from the outside, respectively. On the end side of the second order plate 21, the bent portion C 21A is integrally formed to protrude inwardly to block water penetration in the side.

또한 본 발명은 또다른 이음장치와의 연결을 위해 제1차단판(11) 및 제2차단판(12)의 외측면 상부 전.후방측에 수평방향의 플랜지(22)가 돌출 형성되고, 상기 플랜지(22)에는 볼트 및 너트의 체결을 위해 수직방향으로 체결공(22A)이 천공되어 있다.In addition, in the present invention, the flange 22 in the horizontal direction protrudes from the upper front and rear sides of the outer side surfaces of the first blocking plate 11 and the second blocking plate 12 for connection with another joint device. A fastening hole 22A is drilled in the flange 22 in the vertical direction for fastening the bolt and the nut.

그리고 제1차단판(11) 및 제2차단판(12)의 상단부 길이방향을 따라 외측면에 다수의 지지턱(11A)(12A)이 돌출 형성된 것으로, 이는 본 발명의 이음장치 간의 연결시 상기 지지턱(11A)(12A)이 제1차단판(11) 및 제2차단판(12) 간의 양측방을 지지하여 이탈을 방지토록 구성한 것이다.In addition, a plurality of support jaws 11A and 12A protrude from the outer surface along the longitudinal direction of the upper end portions of the first blocking plate 11 and the second blocking plate 12, which is connected to the joint device of the present invention. The supporting jaws 11A and 12A support both sides between the first blocking plate 11 and the second blocking plate 12 so as to prevent separation.

도 2는 본 발명의 사용상태를 보인 단면도이다.2 is a cross-sectional view showing a state of use of the present invention.

이에 도시된 바와 같이 본 발명은 본체(1)의 충진공간부(13)를 중심으로 이의 양측 제1차단판(11) 및 제2차단판(12) 외측으로 콘크리트가 타설된다. 이때 전.후방측에 거푸집이 설치되는 것은 물론이고, 상기 제1차단판(11) 및 제2차단판(12)에 의해서 이음부 측에는 거푸집이 설치되지 않는다.As shown in the present invention, the concrete is poured into the outer side of the first blocking plate 11 and the second blocking plate 12 on both sides of the filling space 13 of the main body (1). At this time, the formwork is installed on the front and rear sides, as well as the formwork is not installed on the joint side by the first blocking plate 11 and the second blocking plate 12.

이렇게 콘크리트가 타설되어 양생되면, 그 양생된 양측 콘크리트 구조물은 본체(1)의 제1차단판(11) 및 제2차단판(12)의 양측방으로 돌출 형성된 앵커볼트(16)에 의해서 상호 연결 및 이음이 이루어지게 되는 것이다.When concrete is poured and cured, the cured both concrete structures are interconnected by anchor bolts 16 protruding to both sides of the first blocking plate 11 and the second blocking plate 12 of the main body 1. And the joint is to be made.

이렇게 콘크리트 구조물 간의 이음이 이루어지면 제1차단판(11)과 제2차단판(12) 사이에 조인트 필터(14)가 채워지고, 이의 양측 제1차단판(11)과 제2차단판(12)의 단부측은 신축고무(15)로 밀봉됨으로써 일련의 시공을 완료하게 되는 것이다.When the joint between the concrete structure is made in this way, the joint filter 14 is filled between the first blocking plate 11 and the second blocking plate 12, and the first blocking plate 11 and the second blocking plate 12 on both sides thereof. The end side of the) is sealed with the elastic rubber 15 to complete a series of construction.

그리고 제1차단판(11) 및 제2차단판(12)의 양측에 형성되고 체결공(22A)이형성된 플랜지(22)는 본 발명의 이음장치 간의 연결시 사용되는 것으로, 이의 연결은 상기 체결공(22A)을 통한 볼트, 너트의 체결에 의해서 이루어진다.And the flange 22 formed on both sides of the first blocking plate 11 and the second blocking plate 12 and the fastening hole 22A is used to be connected between the joint device of the present invention, the connection thereof By fastening the bolts and nuts through the ball 22A.

또, 제1차단판(11) 및 제2차단판(12)의 양측방으로 돌출 형성된 한 쌍의 제1차수판A(17) 및 제1차수판B(18)는 양측 콘크리트 구조물에서 흘러나오는 물이 제1차단판(11) 및 제2차단판(12)을 따라 이동하는 것을 차단하게 되고, 상기 제1차수판A(17) 및 제1차수판B(18)의 단부측에 형성된 절곡부A(17A) 및 절곡부B(18A)는 제1차수판A(17) 및 제2차수판(21)의 측방에서 흘러나오는 물을 차단하는 작용을 한다.In addition, the pair of first order plates A 17 and the first order plates B 18 protruding to both sides of the first blocking plate 11 and the second blocking plate 12 flow out from both concrete structures. Water is prevented from moving along the first blocking plate 11 and the second blocking plate 12, and the bending is formed on the end side of the first order plate A (17) and the first order plate B (18). The portion A 17A and the bent portion B 18A serve to block water flowing out from the sides of the first order plate A 17 and the second order plate 21.

그리고 제1차단판(11) 및 제2차단판(12)의 양단부에 측방으로 돌출 형성된 제2차수판(21)은 콘크리트 구조물 외부에서 침투하는 수분을 차단하는 작용을 하고, 상기 제2차수판(21)의 단부측에 형성된 절곡부C(21A)는 제2차수판(21)의 측방에서 침투하는 수분을 차단하는 작용을 한다.In addition, the second water collecting plate 21 protruding laterally at both ends of the first blocking plate 11 and the second blocking plate 12 serves to block moisture penetrating from the outside of the concrete structure. The bent portion C21A formed at the end side of the 21 serves to block moisture that penetrates from the side of the second order plate 21.

도 3은 도 2의 "C"부 확대도로서, 이에 도시된 바와 같은 본 발명의 제1차수판A(17) 및 제1차수판B(18)는, 일측은 용접부(20)에 의해서 제1차단판(11) 및 제2차단판(12)에 고정되고 타측은 실리콘(19) 주사에 의해서 제1차단판(11) 및 제2차단판(12)의 각 측벽부에 고정된다.FIG. 3 is an enlarged view of a portion “C” of FIG. 2, wherein the first order plate A 17 and the first order plate B 18 of the present invention as shown in FIG. It is fixed to the first blocking plate 11 and the second blocking plate 12, and the other side is fixed to each side wall portion of the first blocking plate 11 and the second blocking plate 12 by the silicon 19 scanning.

이는 제1차단판(11) 및 제2차단판(12)에 대해서 접촉면적이 작고 길이가 긴 제1차수판A(17) 및 제1차수판B(18)의 특수성에 기인하는 것으로서, 만약 양측 모두 용접을 행할 경우에는 고온의 열에 의해서 상기 제1차수판A(17) 및 제1차수판B(18)의 휨 현상이 발생된다.This is due to the specificity of the first order plate A 17 and the first order plate B 18 having a small contact area and a long length with respect to the first blocking plate 11 and the second blocking plate 12. In the case where welding is performed on both sides, warpage of the first order plate A 17 and the first order plate B 18 occurs due to high temperature heat.

따라서 본 발명의 제1차수판A(17) 및 제1차수판B(18)는 먼저, 실리콘(19)으로 일측을 주사하여 제1차단판(11) 및 제2차단판(12)에 상기 제1차수판A(17) 및 제1차수판B(18)를 고정시킨 후, 타측을 용접으로 고정하게 되는 것이다. 여기서 미설명 부호 17A는, 절곡부C이다.Therefore, the first order plate A 17 and the first order plate B 18 of the present invention first scan one side with silicon 19 to the first blocking plate 11 and the second blocking plate 12. After fixing the first order plate A 17 and the first order plate B 18, the other side is fixed by welding. Reference numeral 17A denotes a bend portion C here.

도 4는 본 발명의 연결상태를 보인 단면도이다.4 is a cross-sectional view showing a connection state of the present invention.

이에 도시된 바와 같이 본 발명에 의한 이음장치를 다수 사용하는 경우에는 제1차단판(11) 및 제2차단판(12)의 측방으로 돌출 형성된 플랜지(22)에 의해서 서로 연결되는 것으로서, 이는 먼저, 각각 제1차단판(11) 및 제2차단판(12)을 플랜지(22)의 체결공(22A)이 서로 일치되게 대향 접촉시킨 다음, 상기 체결공(22A)에 볼트(B)를 삽입하여 너트(N)를 체결시키는 것에 의해서 상호 연결되는 것이다.As shown in the drawing, when a plurality of joint apparatuses according to the present invention are used, they are connected to each other by a flange 22 protruding laterally of the first blocking plate 11 and the second blocking plate 12. , Respectively, the first blocking plate 11 and the second blocking plate 12 face each other so that the fastening holes 22A of the flange 22 coincide with each other, and then, the bolt B is inserted into the fastening holes 22A. Are connected to each other by fastening the nut (N).

그리고 상기 제1차단판(11)과 제2차단판(12) 사이의 충진공간부(13)에는 전술한 바와 같이 조인트 필터(14)가 채워지고, 양측 콘크리트 구조물은 제1차단판(11) 및 제2차단판(12)의 양측방으로 돌출 형성된 앵커볼트(16)에 의해서 상호 이음이 이루어지게 된다. 또한 상기 제1차단판(11) 및 제2차단판(12)의 측방으로 돌출 형성된 제2차수판(21)은 외부에서 콘크리트 구조물 내부로 침투하는 수분을 차단하는 작용을 하고, 상기 제2차수판(21)의 단부측에 형성된 절곡부C(21A)는 콘크리트 구조물 측방에서 침투하는 수분을 차단하는 작용을 하게 되는 것이다.In addition, as described above, the filling space 13 between the first blocking plate 11 and the second blocking plate 12 is filled with the joint filter 14, and both concrete structures have the first blocking plate 11. And the mutual joint is made by the anchor bolt 16 protruding in both sides of the second blocking plate 12. In addition, the second water blocking plate 21 protruding to the side of the first blocking plate 11 and the second blocking plate 12 serves to block moisture penetrating into the concrete structure from the outside, the second order The bent portion C 21A formed at the end side of the plate 21 serves to block moisture penetrating from the concrete structure side.

도 5는 본 발명의 실링상태를 보인 단면도이다.5 is a cross-sectional view showing a sealing state of the present invention.

이에 도시된 바와 같이 본 발명에 의한 이음장치를 다수 사용하는 경우에는, 그들 사이에 실링(23)이 개재되어 상호 간의 기밀 유지가 이루어지게 되는 것으로서, 상기 실링(23)은 밀폐력이 우수한 고무 재질로 형성되고 상.하로 삽입홈(23A)이 대칭 형성된 구조를 갖는다. 즉, 상기 실링(23)의 삽입홈(23A)에 제1차단판(11) 및 제2차단판(12)의 각 단부측이 삽입되는 것으로 상기 제1차단판(11) 및 제2차단판(12) 간의 기밀을 유지할 수 있게 되는 것이다.When using a plurality of joints according to the invention as shown in this, the sealing 23 is interposed between them to be kept airtight mutually, the sealing 23 is made of a rubber material excellent in sealing force It is formed and has a structure in which the insertion groove 23A is symmetrically formed. That is, each end side of the first blocking plate 11 and the second blocking plate 12 is inserted into the insertion groove 23A of the sealing 23 so that the first blocking plate 11 and the second blocking plate are inserted. (12) It will be able to maintain the confidentiality between.

그리고 전술한 바와 같이 제2차수판(21)의 단부측에 형성된 절곡부C(21A)는 양측 콘크리트 구조물 측방에서 침투하는 수분을 차단을 하는 작용을 하고, 상기 양측 콘크리트 구조물은 제1차단판(11) 및 제2차단판(12)에 형성된 앵커볼트(16)에 의해서 상호 간의 이음이 이루어지게 되는 것이다.And as described above, the bent portion C (21A) formed on the end side of the second water-receiving plate 21 serves to block the water penetrating from both sides of the concrete structure side, the both concrete structure is the first blocking plate ( 11) and the joint bolt is made by the anchor bolt 16 formed on the second blocking plate 12.

상술한 바와 같이 본 발명은 앵커볼트에 의해 콘크리트 구조물 간의 이음이 이루어질 수 있도록 하면서 수평창 지수제를 사용하지 않고도 틈새의 수밀 기능을 갖도록 함으로써 기존에 상기 수평창 지수제를 사용함에 따른 누수현상을 지속적으로 방지할 수 있는 효과가 있다.As described above, the present invention provides a watertight function of the gap without using the horizontal window indexing agent while allowing the joint between the concrete structures to be made by anchor bolts, thereby continuing the leakage phenomenon by using the horizontal window indexing agent. There is an effect that can be prevented.

또한 별도의 차수판을 이음부의 중간부와 각 단부측에 형성하고, 이음장치 간에는 실링에 의해 기밀이 유지될 수 있도록 함으로써 콘크리트 구조물 내부에서 이음부 측으로 침투하는 수분과 콘크리트 구조물 외부에서 내부로 침투하는 수분, 그리고 이음장치 간의 틈새로 침투하는 수분을 모두 차단할 수 있게 되고, 또한 이로인해 수밀의 효율성을 한층 증대시킬 수 있는 효과가 있다.In addition, a separate order plate is formed in the middle part and each end side of the joint part, and the airtightness can be maintained between the joint apparatus by sealing to penetrate the inside from the outside of the concrete structure and the water penetrating into the joint part side. It is possible to block all moisture and moisture penetrating into the gap between the joints, and this also increases the efficiency of the watertight.

그리고 본 발명은 조인트 필터로 충진된 본체의 제1차단판 및 제2차단판의 사용으로 콘크리트 구조물 형성을 위한 이음부측의 거푸집 설치가 불필요하게 됨으로써 시공의 간편성을 기할 수 있는 이점도 있다.In addition, the present invention also has the advantage that the installation of the formwork on the side of the joint for forming the concrete structure is unnecessary by using the first blocking plate and the second blocking plate of the main body filled with the joint filter, thereby providing simplicity of construction.

Claims (7)

상호 소정 간격을 두고 평행하게 동일 형상의 제1차단판(11) 및 제2차단판(12)이 구비되어 본체(1)를 구성하고, 상기 제1차단판(11)과 제2차단판(12) 사이에는 조인트 필터(14)가 채워지는 충진공간부(13)가 형성되며, 상기 충진공간부(13)의 양단부측은 신축고무(15)로 밀봉되고, 제1차단판(11)과 제2차단판(12)의 측면부에 다수의 앵커볼트(16)가 서로 대칭되게 돌출 형성된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치.The first blocking plate 11 and the second blocking plate 12 having the same shape are provided in parallel with each other at a predetermined interval to constitute the main body 1, and the first blocking plate 11 and the second blocking plate ( 12, a filling space 13 is formed to fill the joint filter 14, and both ends of the filling space 13 are sealed with the elastic rubber 15, and the first blocking plate 11 and the first blocking plate 11 are formed. Jointing device of the underground vehicle sidewalk concrete structure, characterized in that the plurality of anchor bolts 16 protrude symmetrically from each other in the side portion of the second blocking plate (12). 제1항에 있어서 상기 제1차단판(11) 및 제2차단판(12)은,The method of claim 1, wherein the first blocking plate 11 and the second blocking plate 12, 각 측면부 중간부 전.후방측에 서로 간격을 두고 제1차수판A(17) 및 제1차수판B(18)가 평행하게 제1차단판(11) 및 제2차단판(12)에 대해서 직교되게 돌출 형성되고, 상기 제1차수판A(17) 및 제1차수판B(18)의 각 단부측에는 동일방향의 절곡부A(17A) 및 절곡부B(18A)가 일체로 형성된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치.The first barrier plate A 17 and the first barrier plate B 18 are parallel to each other at the front and rear sides of the middle portion of each side portion, and the first barrier plate 11 and the second barrier plate 12 are parallel to each other. It is formed to protrude perpendicularly, each end side of the first order plate A (17) and the first order plate B (18) is formed integrally formed bent portion A (17A) and bent portion B (18A) in the same direction. Joints of underground sidewalk concrete structures. 제2항에 있어서 상기 제1차수판A(17) 및 제1차수판B(18)는,The method of claim 2, wherein the first order plate A (17) and the first order plate B (18), 일측 실리콘(19), 타측 용접부(20)에 의해서 제1차단판(11) 및 제2차단판(12)에 각각 고정된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치.Jointing device of the underground sidewalk concrete structure, characterized in that fixed to the first barrier plate 11 and the second barrier plate 12 by one side of the silicon (19), the other side weld (20). 제1항에 있어서, 상기 제1차단판(11) 및 제2차단판(12)은,The method of claim 1, wherein the first blocking plate 11 and the second blocking plate 12, 단부측 양측방으로 제2차수판(21)을 각각 일체로 돌출 형성하고, 상기 제2차수판(21)의 단부측에는 내향 절곡된 절곡부C(21A)가 일체로 형성된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치.An underground vehicle, wherein the second order plate 21 is integrally formed to protrude to both sides of the end side, and an inwardly bent portion C 21A is integrally formed at the end side of the second order plate 21. Fittings for sidewalk concrete structures. 제1항에 있어서 상기 제1차단판(11) 및 제2차단판(12)은,The method of claim 1, wherein the first blocking plate 11 and the second blocking plate 12, 상단부 길이 방향을 따라 외측면에 다수의 지지턱(11A)(12A)이 상방으로 돌출 형성된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치.Jointing device for underground car sidewalk concrete structure, characterized in that a plurality of support jaws (11A) (12A) protruded upward on the outer surface along the longitudinal direction of the upper end. 제1항에 있어서, 상기 제1차단판(11) 및 제2차단판(12)은,The method of claim 1, wherein the first blocking plate 11 and the second blocking plate 12, 상단면을 따라 상.하로 삽입홈(23A)이 상호 대칭 형성된 실링(23)이 구비된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치.Fitting device for underground car sidewalk concrete structure, characterized in that the upper and lower insertion grooves 23A along the top surface is formed with a symmetrical sealing (23). 제1항에 있어서, 상기 제1차단판(11) 및 제2차단판(12)은,The method of claim 1, wherein the first blocking plate 11 and the second blocking plate 12, 측면 상부 전.후방측에 각각 수평방향의 플랜지(22)가 형성되고, 상기 플랜지(22)에는 수직으로 관통 형성된 체결공(22A)이 형성된 것을 특징으로 한 지하차보도 콘크리트 구조물의 이음장치.A horizontal flange 22 is formed on each of the front and rear sides of the side, and the flange 22 is connected to the underground car, the concrete structure, characterized in that the fastening hole (22A) formed through the vertically formed.
KR10-2001-0064052A 2001-10-17 2001-10-17 The joint device of concrete structure for underground road and side way Expired - Fee Related KR100424982B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101415337B1 (en) * 2014-02-17 2014-07-11 (주)드림이앤지 A expansion joint for supporting load
CN106436774A (en) * 2016-12-02 2017-02-22 苏州设计研究院股份有限公司 Underground engineering reserved deformation joint connecting interface structure and manufacturing method thereof

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100684209B1 (en) 2006-10-02 2007-02-22 강명석 Jointing device of concrete structure and construction method using same
KR100733086B1 (en) 2007-01-22 2007-06-28 고삼석 Concrete Structure Fittings and Installation Method
KR100860107B1 (en) * 2008-02-28 2008-09-25 주식회사 인본이엔씨 Expansion joint device of concrete structure and construction method
KR100943063B1 (en) 2009-08-31 2010-02-17 주식회사 인본이엔씨 Expasnion joint device for water-proof and execution method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101415337B1 (en) * 2014-02-17 2014-07-11 (주)드림이앤지 A expansion joint for supporting load
CN106436774A (en) * 2016-12-02 2017-02-22 苏州设计研究院股份有限公司 Underground engineering reserved deformation joint connecting interface structure and manufacturing method thereof

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