KR860002039Y1 - Tunnel waterproofing devices - Google Patents

Tunnel waterproofing devices Download PDF

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Publication number
KR860002039Y1
KR860002039Y1 KR2019840006995U KR840006995U KR860002039Y1 KR 860002039 Y1 KR860002039 Y1 KR 860002039Y1 KR 2019840006995 U KR2019840006995 U KR 2019840006995U KR 840006995 U KR840006995 U KR 840006995U KR 860002039 Y1 KR860002039 Y1 KR 860002039Y1
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South Korea
Prior art keywords
connecting member
leak
receiving plate
leakage
wall surface
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KR2019840006995U
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Korean (ko)
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KR860001778U (en
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아끼오 야마모도
원청언
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아끼오 야마모도
원청언
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Priority to KR2019840006995U priority Critical patent/KR860002039Y1/en
Priority to JP1985078079U priority patent/JPS6126800U/en
Publication of KR860001778U publication Critical patent/KR860001778U/en
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Publication of KR860002039Y1 publication Critical patent/KR860002039Y1/en

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F16/00Drainage
    • E21F16/02Drainage of tunnels

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

내용 없음.No content.

Description

터널, 지하도 등의 누수받음 장치Leakage Receiving Device for Tunnel, Underpass, etc.

제1도는 본 고안의 일부 단면도.1 is a partial cross-sectional view of the present invention.

제2도는 본 고안에 따른 장치를 터널내면에 설치하는 경우의 설명도.Figure 2 is an explanatory diagram when installing the device according to the present invention in the tunnel inner surface.

제3도는 제2도에서의 화살표 방향으로 본 정면도.3 is a front view seen in the direction of the arrow in FIG.

제4도는 제3도에서의 A-A선 단면도이다.4 is a cross-sectional view taken along the line A-A in FIG.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1 : 연결부재 2 : 누수받음판1: connecting member 2: leak receiving plate

3 : 앵커보울트 4,4' : 개구부3: anchor bolt 4,4 ': opening

5 : 완충재 6,6' : 연결부재 지지대5: Shock Absorbing Material 6,6 ': Connection Member Support

7 : 중앙지지대 8 : 보울트구멍7: center support 8: bolt hole

9 : 보울트구멍 10 : 벽면9: bolt hole 10: wall surface

11 : 와셔 12 : 팩킹씨일11: washer 12: packing seal

13 : 너트 14 : 나사홈13: nut 14: screw groove

본 고안은 터널이나 지하도의 벽면으로부터 새어나오는 누수를 받아 처리하는 누수받음 장치에 관한 것이다.The present invention relates to a leak receiving device for receiving and treating leaks leaking from walls of tunnels or underpasses.

콘크리트나 기타 재료를 가지고 마감한 터널이나 지하도의 벽면에 균열이 생기든지 또는 시공연결부의 시공이 불량하여 온도변화 및 기타 외부충격에 의하여 터널내부 벽면에 균열이 생길 경우, 종래에는 균열부위에 몰탈불어넣기 시공을 하거나 누수되는 부분에 홈을 파서 배수처리를 해왔고, 또 내벽면에 파이프를 설치하여 누수를 받아내는 방법을 사용했으며, 벽면에 누수판을 설치하여 누수부위를 덮어씌우는 방법을 이용하여도 그 시공법이 매우 복잡하여 시공기간이 매우 길게 되며, 상기와 같은 방법으로 누수방지를 할 경우는 누수위치를 정확히 알수 있다거나 누수가 집중된 경우로 한정되어 누수되는 범위가 넓게 퍼져 있는 경우나 여러곳에서 동시에 누수되는 경우에는 적당한 처리가 불가능하였다.In the case of cracks in the walls of tunnels or underpasses made of concrete or other materials, or in the construction of construction joints, due to temperature changes and other external shocks, cracks in the walls of tunnels have been mortarized. It has been used for drainage by digging grooves or digging grooves, and installing pipes on inner walls to catch leaks, and installing leaking plates on walls to cover leaks. The construction method is very complicated, and the construction period is very long. In the case of preventing the leakage by the above method, it is limited to knowing the location of the leak precisely or when the leakage is concentrated. In case of leakage at the same time, proper treatment was not possible.

이에 본 고안에서는 종래의 몰탈과 파이프를 이용하여 누수를 처리하므로써 누수방지가 완전히 이루어지지 않던 문제점을 해결하기 위해서, 누수되는 부위에 보울트로 고정시킨 누수받음판을 부착시켜 연접된 누수받음판 사이로 누수가 흘러내리도록 하고, 상기와 같은 누수받음판을 연결부재에 연결시킬 경우 연결부재부위의 구성품이 많아서 그 시공이 매우 복잡하던 종래의 시공방법을 간소화하기 위해 보울트와 누수받음판으로 구성된 누수방지 장치를 제공하는 것이 목적인 본 고안의 첨부도면을 참고한 상세한 설명은 다음과 같다.Therefore, in the present design, in order to solve the problem of preventing leakage by using the conventional mortar and pipes, the leakage is prevented from being completely made by attaching a leakage receiving plate fixed by a bolt to the leaking area and leaking between the connected leakage receiving plates. Prevention device consisting of a bolt and a leaking plate to simplify the conventional construction method in which the construction is very complicated due to the large number of components in the connection member when the leaking receiving plate is connected to the connecting member. Detailed description with reference to the accompanying drawings, the purpose of the present invention is as follows.

본 고안은 연결부재(1)와 누수받음판(2) 및 앵커보울트(3)로 이루어지는 것으로서, 상기 연결부재(1)는 누수받음판(2)을 삽입시키기 위한 상하 두개의 삽입개구부(4,4')를 갖는 S자형의 단면을 가지며, 이의 선단 좌우측에는 완충재(5)를 지지하기 위한 연결부재 지지대(6,6')와 중앙지지대(7)가 형성되어 있고, 연결부재(1)의 중앙부위에는 앵커보울트가 관통되는 보울트구멍(8)이 형성되어 있다.The present invention is made of a connecting member 1, the leak receiving plate 2 and the anchor bolt (3), the connecting member 1 is the upper and lower two insertion openings (4,) for inserting the leak receiving plate (2) 4 ') has an S-shaped cross section, and at the left and right sides thereof, connecting member supports 6 and 6' and a central support 7 for supporting the cushioning material 5 are formed, The central portion is formed with a bolt hole 8 through which the anchor bolt penetrates.

또한 누수받음판(2) 개구부에 삽입되는 부위는 보울트(2)를 관통시키기 위한 보울트구멍(9)이 형성되어 있고, 앵커보울트(3)는 그 일단이 벽면(10)에 압착 고정되는 쐐기형상을 갖고 그 다른 일단은 와셔(11)와 팩킹씨일(12) 및 너트(13)를 개재시킬 나사홈(14)이 형성되어 있다.In addition, the portion inserted into the opening of the leak receiving plate 2 has a bolt hole 9 for penetrating the bolt 2, and the anchor bolt 3 has a wedge shape in which one end thereof is pressed and fixed to the wall surface 10. The other end is formed with a screw groove 14 through which the washer 11, the packing seal 12 and the nut 13 are interposed.

도면중 미설명부호 15는 돌기, 16은 중앙돌기, 17은 보조완충재, 18은 퍼티(PUTTY), 19는 연결구이다.In the drawings, reference numeral 15 denotes a protrusion, 16 a central protrusion, 17 an auxiliary buffer material, 18 a putty, and 19 a connector.

따라서 벽면(10)으로부터 보조완충재(17), 완충재(5), 연결부재(1)와 누수받음판(2), 씨일(12), 와셔(11), 너트(13)순으로 설치되도록 구성되어 있다.Therefore, it is configured to be installed in the order of the auxiliary buffer 17, the cushioning material 5, the connecting member 1 and the leak receiving plate 2, the seal 12, the washer 11, the nut 13 from the wall surface (10) have.

상기한 바와같은 구조를 갖는 본 고안의 장치는 누수가 되는 벽면부위를 확인하여 본 고안에 따른 설치시공장소를 확정하여 앵커보울트(3)를 벽면에 고정시키거나 앵커보울트(3) 고정장소를 마련한다. 연결부재(1)와 누수받음판(2) 사이에 퍼티(PUTTY,18)를 주입시킨 후 완충재(5)보다 탄력효과가 조금 낮은 보조완충재(17)를 그 일면은 완충재(5)에 정착시키고 다른 일면은 벽면(10)을 향하도록 하여 완충재(5)와 함께 연결부재 지지대(6,6')와 중앙지지대(7) 사이에 삽입시키되 돌기(15,16)에 의해서 물려지므로써 그 사이에서 이탈되지 않게 된다. 연결부재(1)의 보울트구멍(9)과 누수받음판(2)의 보울트구멍(9)을 일치시킨 후, 벽면(10)에 고정 설치된 앵커보울트(3)에 상기 보울트구멍(8,9)이 형성된 연결부재(1)와 누수받음판(2)을 끼워넣거나, 혹은 보울트구멍(8,9)이 일치된 상태에서 앵커보울트(3)에 외부적인 축방향 힘을 가하여 상기 구멍(8,9)을 관통시킨 후 벽면(10)에 고정 설치하고, 연결부재(1)와 보울트구멍(8) 사이로 누수가 유입되는 것을 방지시키기 위해 팩킹씨일(12)을 삽입한 후 와셔(11)로 일차개재(介在)시키고 너트(13)로 완전 고정 설치한다.The device of the present invention having the structure as described above is to confirm the site of the leaking wall to determine the place of installation according to the present invention to fix the anchor bolt (3) to the wall or to provide a fixed anchor bolt (3) do. After injecting putty 18 between the connecting member 1 and the leak receiving plate 2, the auxiliary buffer 17 having a lower elasticity than the buffer 5 is fixed to one side of the buffer 5 The other side is inserted between the connecting member supports 6, 6 'and the central support 7 together with the cushioning material 5, facing the wall surface 10, while being bitten by the protrusions 15, 16 therebetween. It will not break away. After the bolt hole 9 of the connecting member 1 and the bolt hole 9 of the leak receiving plate 2 coincide with each other, the bolt holes 8 and 9 are provided in the anchor bolt 3 fixed to the wall surface 10. The connecting member 1 and the leak receiving plate 2 or insert the externally axial force to the anchor bolt 3 in a state where the bolt holes 8 and 9 coincide with each other. After passing through), it is fixedly installed on the wall surface 10, and the packing seal 12 is inserted into the washer 11 to prevent leakage of water between the connecting member 1 and the bolt hole 8. It is interposed and completely fixed with a nut (13).

또한 연결부재(1)의 각 개구부(4,4')에는 퍼티(PUTTY,18)을 넣고 누수받음판(2)을 삽입시킨 후 연결부재(1)에 형성시켜 놓은 보울트구멍(8)에 앵커보울트(3)을 관통시켜 누수부위의 콘크리트벽면(10)에 설치시킨 후 와셔(11)로 개재시켜 너트(13)로 고정한 본 발명장치를 확대 시공하면 누수받음판(2)으로 벽면의 누수부위를 완전히 덮은 형상이 되므로 연결부재(1)와 연결구(19)를 이용하여 광범위한 누수부위를 일체로 형성시킨 구조가 되며 용이하고 완전한 누수처리가 될뿐만 아니라 누수받음판의 설치시공도 매우 간단하게 처리할 수 있게 된다.In addition, each of the openings 4 and 4 'of the connecting member 1 has a putty 18 therein and a leakage receiving plate 2 is inserted into the anchor hole 8 formed in the connecting member 1. After penetrating the bolt 3 and installing it on the concrete wall surface 10 of the leaking part, and then expanding the apparatus of the present invention, which is fixed with the nut 13 through the washer 11, the leaking part of the wall surface with the leak receiving plate 2 Since it becomes a shape that completely covers the structure, it is a structure in which a wide range of leaking parts are integrally formed by using the connecting member 1 and the connector 19, and it is not only easy and complete leakage treatment but also the installation and installation of the leak receiving plate is very simple. You can do it.

한편, 연결부재(1) 하부의 연결부재 지지대(6,6')와 중앙지지대(7) 사이에 완충재(5)가 삽입 고정되어 있으므로 앵커보울트(3)에 너트(13)를 돌려채우면 연결부재(1)가 압착되면서 그 좌우양측의 내면이 벽면(10)과 밀착 고정되어지므로 누수받음판(2)에 받아진 누수는 연결부재(1)로 유입될 수 없게 된다.On the other hand, since the cushioning material 5 is inserted and fixed between the connecting member supports 6 and 6 'and the lower support member 7 in the lower part of the connecting member 1, the nut 13 is turned on the anchor bolt 3 to fill the connecting member. Since the inner surface of the left and right sides of the (1) is pressed tightly fixed to the wall surface 10, the leakage received by the leak receiving plate (2) can not be introduced into the connection member (1).

더구나 연결부재 지지대(6,6')와 중앙지지대(7) 사이의 완충재(5)는 앵커보울트(13)에 의해서 관통되어 너트(13)의 조임으로 압착되므로 완전밀폐가 되고, 따라서 보울트구멍(8,9) 사이로 유입되려는 누수를 지지시킬 수 있게 된다.Furthermore, the cushioning material 5 between the connecting member supports 6, 6 'and the central support 7 is penetrated by the anchor bolt 13 and compressed by the tightening of the nut 13, thus becoming completely closed, and thus the bolt hole ( 8,9) to support the leak to be introduced.

이때 사용되는 완충재(5)는 주로 우레탄수지 제품을 사용하면 되나, 콘크리트 벽면이 조잡한 경우에는 완충재(5)와 벽면(10) 사이에 우레탄수지보다 더 유연한 보조완충재(17)를 접착시킨 후 상기와 같이 너트로써 고정시키면 벽면(10)과 완충재(5) 사이의 누수유입도 방지할 수 있고, 또한 와셔(11)와 연결부재(1) 상면 사이에 고무패킹(PACKING)을 사용하면 앵커보울트(3)가 관통된 보울트구멍(8,9)을 따라 유입되는 누수를 저지시켜 완전방수가 가능하게 된다.In this case, the cushioning material 5 used may be a urethane resin product, but when the concrete wall is coarse, the auxiliary buffer 17 is more flexible than the urethane resin between the cushioning material 5 and the wall surface 10. If it is fixed with a nut as well, leakage of water between the wall surface 10 and the cushioning material 5 can be prevented, and when the rubber packing is used between the washer 11 and the upper surface of the connecting member 1, the anchor bolt 3 ) Is prevented from leaking inflow along the through-hole bolt holes 8 and 9, so that it is completely waterproof.

따라서 벽면에 앵커보울트 구멍을 형성시켜 앵커보울트를 고정 삽입시킨 후 연결부재를 이용하여 연속 이음형태로 누수방지판을 연결해 나가거나, 누수받음판이 삽입된 연결부재의 보울트구멍에 앵커보울트를 관통시킨 후 벽면에 앵커보울트를 고정설치하여 누수방지판을 설치해 나가므로써 시공시간이 감축됨은 물론 누수범위 대소에 관계없이 간단하게 설치할 수 있고 외부의 충격으로 누수받음판이 파손되더라도 너트만 풀려서 연결부재를 빼낸 후 누수받음판을 교환하면 되므로 교환작업이 용이하여 완전하고 경제적인 누수방지 효과를 얻게 된다.Therefore, the anchor bolt hole is formed on the wall to fix the anchor bolt, and then connect the leak prevention plate in the form of a continuous joint using the connecting member, or penetrate the anchor bolt through the bolt hole of the connection member into which the leak receiving plate is inserted. By fixing the anchor bolt on the wall and installing the leakage preventing plate, the construction time can be reduced and it can be easily installed regardless of the leakage range.Even if the leakage receiving plate is damaged by external impact, only the nut is removed to remove the connection member. Since the receiving plate can be replaced, it is easy to replace and obtain a complete and economical leak prevention effect.

Claims (1)

상단 좌우에 완충재(5)를 설치하기 위한 연결부재 지지대(6,6')와 그 중앙부에 중앙지지대(7)가 형성되고 개구부(4,4')를 갖춘 연결부재(1), 상기 연결부재(1)의 보울트구멍(8)을 통과하여 벽면(10)에 고정 부착시켜 너트(13)로서 연결부재(1)를 고정지지하는 앵커보울트(3) 및 퍼티(18) 등 기타 고정재료와 함께 상기 연결부재(1)의 개구부(4,4')에 삽입 고정되어 벽면(10)으로부터 나오는 누수를 받기 위한 누수받음판(2)으로 이루어진 누수받음장치.Connection member supports 6 and 6 'for installing the cushioning material 5 at the upper left and right sides, and a central support 7 formed at the center thereof, and a connection member 1 having an opening 4 and 4', and the connection member. Together with other anchoring materials, such as anchor bolts (3) and putties (18), which are fixedly attached to the wall surface (10) through the bolt holes (8) and fixedly support the connecting member (1) as nuts (13). Leak receiving device consisting of a leak receiving plate (2) for receiving a leak from the wall surface 10 is inserted into and fixed to the opening (4, 4 ') of the connecting member (1).
KR2019840006995U 1984-07-20 1984-07-20 Tunnel waterproofing devices KR860002039Y1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
KR2019840006995U KR860002039Y1 (en) 1984-07-20 1984-07-20 Tunnel waterproofing devices
JP1985078079U JPS6126800U (en) 1984-07-20 1985-05-25 Water leakage catcher for tunnels, underground passages, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019840006995U KR860002039Y1 (en) 1984-07-20 1984-07-20 Tunnel waterproofing devices

Publications (2)

Publication Number Publication Date
KR860001778U KR860001778U (en) 1986-03-05
KR860002039Y1 true KR860002039Y1 (en) 1986-08-20

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Application Number Title Priority Date Filing Date
KR2019840006995U KR860002039Y1 (en) 1984-07-20 1984-07-20 Tunnel waterproofing devices

Country Status (2)

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JP (1) JPS6126800U (en)
KR (1) KR860002039Y1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100399013B1 (en) * 2001-08-06 2003-10-01 김재영 Construct for Prevent water leaking to innerpart of two arched tunnel

Also Published As

Publication number Publication date
JPS6126800U (en) 1986-02-18
KR860001778U (en) 1986-03-05
JPH0415837Y2 (en) 1992-04-09

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