KR102579407B1 - Waterproof structure of Drug Inlet for tunnel segment - Google Patents

Waterproof structure of Drug Inlet for tunnel segment Download PDF

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KR102579407B1
KR102579407B1 KR1020210104733A KR20210104733A KR102579407B1 KR 102579407 B1 KR102579407 B1 KR 102579407B1 KR 1020210104733 A KR1020210104733 A KR 1020210104733A KR 20210104733 A KR20210104733 A KR 20210104733A KR 102579407 B1 KR102579407 B1 KR 102579407B1
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tunnel
main body
segment
inner diameter
coupling portion
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KR20230022681A (en
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정길영
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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
    • E21D11/385Sealing means positioned between adjacent lining members
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/04Watertight packings for use under hydraulic pressure
    • 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
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/001Improving soil or rock, e.g. by freezing; Injections

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

Abstract

본 발명은 터널 세그먼트에 형성되는 약제주입구의 방수구조에 관한 것으로서, 터널을 형성하는 세그먼트에 구비된 약제주입구를 개선하여 실링부재에 의한 방수구조가 아닌 체크밸브가 구비되는 체결속관과 오링이 구비되는 중간나사속관에 의하여 이루어지도록 하여 약제 또는 뒷채움재를 주입하고 최종적으로 마감캡을 장착하는 일련의 과정이 보다 용이하게 이루어질 수 있도록 하기 위하여 개발된 것으로;
터널 형성을 위한 세그먼트 성형시 세그먼트에 관통하도록 매립되어 내주면을 따라 암나사부가 형성된 본체와, 일측이 막힌 원통형으로 이루어져 본체의 터널 외측 부분에 결합되는 엔드캡과, 외주면에 나사산이 형성되어 상기 본체의 터널 내측 부분에 결합되는 마감캡을 포함하여 구성되는 터널 세그먼트에 형성되는 약제주입구의 방수구조에 있어서;
상기 본체는 엔드캡과 결합하는 측 외경은 상기 엔드캡과 결합하도록 나사산이 형성되는 엔드캡결합부를 구비하고, 끝단은 내경과 외경이 단턱지게 축소되어 연장되는 돌출연장부를 구비하며;
외주면의 상기 본체의 암나사부에 상응하는 제1 숫나사부와, 내경이 단턱지게 축소되어 상기 돌출연장부의 내측으로 삽입되는 삽입결합부와, 일측 끝단에는 삽입결합부에 장착된 토션스프링에 의하여 회전하며 삽입결합부를 막는 방향으로 압력이 작용하는 원판형의 체크밸브판과, 상기 삽입결합부의 타측 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제1 공구결합돌기로 구성되는 체결속관과;
일측 끝단은 외주면이 단턱지게 축소되어 길게 연장되어 상기 삽입결합부의 내측으로 삽입되며 끝단 외경면에 오링이 장착 고정되는 삽입단턱부와, 삽입단턱부의 반대측 단턱지게 확장된 부분에 형성되어 본체의 암나사부에 상응하여 결합하는 제2 숫나사부와, 터널 내측을 바라보는 면에는 함몰되어 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제2 공구결합돌기를 구비하는 중간나사부재를 구비함을 특징으로 하는 터널 세그먼트에 형성되는 약제주입구의 방수구조에 관한 것이다.
The present invention relates to a waterproof structure of a drug injection port formed in a tunnel segment. By improving the drug injection port provided in the segment forming the tunnel, the fastening pipe provided with a check valve and an O-ring are provided instead of a waterproof structure by a sealing member. It was developed to make it easier to carry out the series of processes of injecting chemicals or backfilling materials and finally installing the finishing cap by using an intermediate screw tube;
When forming a segment to form a tunnel, a main body is embedded so as to penetrate the segment and a female thread is formed along the inner circumferential surface, an end cap is made of a cylindrical shape with one side closed and is coupled to the outer part of the tunnel of the main body, and a thread is formed on the outer circumferential surface of the main body to form a tunnel of the main body. In the waterproof structure of the drug injection port formed in the tunnel segment including a closing cap coupled to the inner portion;
The main body has an end cap coupling portion on an outer diameter side coupled to the end cap, and an end cap having a protruding extension portion whose inner diameter and outer diameter are taperedly reduced and extended;
It rotates by a first male thread portion corresponding to the female thread portion of the main body on the outer peripheral surface, an insertion coupling portion whose inner diameter is taperedly reduced and inserted into the protruding extension portion, and a torsion spring mounted on the insertion coupling portion at one end. A fastening inner pipe consisting of a disk-shaped check valve plate on which pressure acts in the direction of blocking the insertion coupling portion, and a plurality of first tool engaging protrusions radially protruding at regular intervals from the other inner diameter of the insertion coupling portion;
At one end, the outer peripheral surface is shortened to a step and extended long, and is inserted into the inside of the insertion coupling part. An insertion step is installed and fixed with an O-ring on the outer diameter surface of the end, and is formed in a stepped portion on the opposite side of the insertion step to form a female thread part of the main body. A tunnel segment characterized by comprising a second male screw portion coupled correspondingly, and an intermediate screw member having a plurality of second tool engaging protrusions that are recessed on the surface facing the inside of the tunnel and protrude radially at regular intervals on the inner diameter. It relates to the waterproof structure of the chemical injection port formed in.

Description

터널 세그먼트에 형성되는 약제주입구의 방수구조{Waterproof structure of Drug Inlet for tunnel segment}Waterproof structure of Drug Inlet for tunnel segment}

본 발명은 터널 세그먼트에 형성되는 약제주입구의 방수구조에 관한 것으로서, 좀더 상세하게 설명하면 터널을 형성하는 세그먼트에 구비된 약제주입구를 개선하여 실링부재에 의한 방수구조가 아닌 체크밸브가 구비되는 체결속관과 오링이 구비되는 중간나사속관에 의하여 이루어지도록 하여 약제 또는 뒷채움재를 주입하고 최종적으로 마감캡을 장착하는 일련의 과정이 보다 용이하게 이루어질 수 있도록 하기 위하여 개발된 터널 세그먼트에 형성되는 약제주입구의 방수구조에 관한 것이다.The present invention relates to a waterproof structure of a drug inlet formed in a tunnel segment. To be described in more detail, the drug inlet provided in a segment forming a tunnel is improved, so that the fastening pipe is provided with a check valve rather than a waterproof structure by a sealing member. Waterproofing of the drug injection port formed in the tunnel segment was developed to make it easier to perform the series of processes of injecting the drug or backfill and finally installing the finishing cap by using an intermediate threaded pipe equipped with an O-ring. It's about structure.

일반적으로 터널을 시공하는 목적은 철로나 도로의 경로에 우회하기 힘든 산과 같은 장애물이 있을 경우에 사용하였으나 오늘날 장애물의 종류는 다양한 건축물과 도로나 철로 등을 우회하지 않고 직선으로 통과하도록 하여 주행거리와 시간을 대폭 줄일 수 있을 경우에도 시공되고 있다.In general, the purpose of constructing a tunnel was to use it when there is an obstacle such as a mountain that is difficult to bypass in the path of a railroad or road, but today, the types of obstacles are various, and roads or railroads are made to pass in a straight line without detouring, thereby reducing the mileage and travel distance. Construction is also being carried out in cases where the time can be significantly reduced.

과거 터널의 시공은 시공 계획을 짜고 터널을 브레이커, 발파 등을 이용하여 굴착을 진행한 후 지반을 보강하고 터널의 천정과 내벽에 콘크리트를 타설하고 양생하게 되며 그 과정에서 콘크리트가 경화될 때까지의 사이에 사용하는 임시 구조물인 거푸집(form)이 사용되며 양생이 완료되면 분리하여 보통 8 ~ 10m 정도의 길이의 구간을 전진 이동시키면서 연속적으로 작업을 진행하는 것이 일반적이었다.In the past, tunnel construction involved drawing up a construction plan, excavating the tunnel using breakers, blasting, etc., then reinforcing the ground, pouring concrete on the ceiling and inner walls of the tunnel, and curing it. In the process, the concrete was cured until it hardened. A form, a temporary structure, is used in between, and when curing is completed, it is separated and the work is generally carried out continuously by moving forward in a section usually about 8 to 10 m long.

하지만 지상 굴착 작업 없이 지하에서 굴진기에 의해 지하터널을 만드는 쉴드(shield) 공법은 주로 대구경의 터널로 지하철이나 전력구 등의 지하터널을 건설할 때 발진구 위치의 지하 수직구 속에서 쉴드 머신(shield machine)이 지층을 뚫고 터널을 형성하도록 하며, 굴진으로 형성된 터널에는 세그먼트(segment)라는 터널 형성용 구조물을 사용하고 있다.However, the shield method of creating an underground tunnel using an excavator underground without any ground excavation work is mainly a large-diameter tunnel. When constructing an underground tunnel such as a subway or power tunnel, a shield machine (shield machine) is used in the underground vertical shaft at the starting point. A machine pierces the stratum to form a tunnel, and a tunnel forming structure called a segment is used in the tunnel formed by excavation.

이렇게 쉴드 터널 공사 시에 사용되는 쉴드 터널용 세그먼트는 구조상 그 크기가 대형이고 고중량물이므로 조각 단위로 생산되어 현장에서 조립 사용되며, 이러한 세그먼트는 원호모양의 조각단위로 이루어진 블럭으로 현장에서 원통형으로 일차 조립된 후 원통형으로 조립된 세그먼트들은 길이방향으로 상호 조립되어 터널을 형성시키고 있다.In this way, the shield tunnel segments used during shield tunnel construction are structurally large in size and heavy, so they are produced in pieces and assembled on site. These segments are blocks made up of arc-shaped pieces, which are initially cylindrical at the site. After being assembled, the cylindrical segments are assembled together in the longitudinal direction to form a tunnel.

이때 형성된 세그먼트 터널 외부에는 굴진시 오버 컷팅(over cutting)으로 인해 발생된 빈공간인 여울(tail void)이 남아 있게 되며, 이러한 여울부분을 은 지반의 함몰이나 토압의 불균형을 방지하기 위하여 반드시 뒷채움재로 메꾸어주어야하며, 보통 세그먼트에 만들어져 있는 약제주입구 일명 뒷채움 주입구를 통하여 주입하도록 하고 있다.At this time, a tail void, which is an empty space created by over cutting during excavation, remains outside the segment tunnel formed, and this shallow area must be filled with backfill material to prevent subsidence of the ground or imbalance in earth pressure. It must be filled with , and it is usually injected through the drug injection port, also known as backfilling port, made in the segment.

또한, 소형관로를 매설하는데 사용되는 추진관 공법(SEMI-Shield)의 경우 세미-쉴드 머신(SEMI-shield machine)이라는 강재 원통형의 굴진기를 투입시킨 다음 기계 선단부에 장착되어 있는 토사 굴착용 커터헤드를 회전시키면서 지반을 굴착하고, 굴착된 공간 내로 관체(주로 흄관을 사용)를 밀어 넣을 때에는 관외부와 지반 사이의 마찰저항을 줄이기 위하여 약제주입구를 통해 각종 윤활제를 관 외측으로 주입시킴으로써 흄관이 굴착면을 원활히 통과할 수 있도록 하며, 굴진과 추진관 설치작업이 완료된 후에는 관체 외부의 공극을 메우기 위하여 상기한 약제주입구를 통해 시멘트 몰탈 가소상그라우트재 등으로 이루어진 뒷채움재를 충진하고 있다.In addition, in the case of the propulsion pipe method (SEMI-Shield) used to bury small pipes, a steel cylindrical excavator called a semi-shield machine is introduced, and then the cutter head for soil excavation mounted on the tip of the machine is used. When excavating the ground while rotating and pushing the pipe (mainly using a Hume pipe) into the excavated space, various lubricants are injected to the outside of the pipe through the chemical injection port to reduce the frictional resistance between the outside of the pipe and the ground, so that the Hume pipe maintains the excavation surface. It ensures smooth passage, and after the excavation and propulsion pipe installation work is completed, backfilling material made of cement mortar, plasticized grout material, etc. is filled through the above-mentioned chemical injection port to fill the voids outside the pipe body.

이러한 악제주입구는 뒷채움재를 충진하는 작업을 완료하면 입구를 막지않으면 초기 뒷채움재의 누출뿐만 아니라 추후 발생할 수 있는 누수에 의하여 터널 외측의 토사가 유실될 우려가 있는 것으로 단순한 볼팅에 의한 방법이 아닌 방수구조를 가지도록 함이 바람직하며, 노출된 면이 터널의 내벽면에 돌출되지 않도록 하는 구조가 필요하다.If the inlet is not blocked once the filling of the backfill material is completed, there is a risk of soil and sand on the outside of the tunnel being lost not only due to initial leakage of the backfill material but also due to future water leakage. This is a waterproof structure rather than a simple bolting method. It is desirable to have a structure that prevents the exposed surface from protruding from the inner wall of the tunnel.

이에 다양한 선행특허에서 이러한 문제점을 해결하기 위한 방안을 제시하였으나 입구에 오링을 구비하는 마개 즉 마감캡을 결합하는 방법의 경우 몸체의 내부에 빈공간이 형성되어 누수된 물이 차게 되어 이 공간을 마감하는 수단이 추가로 필요하게 되며, 몸체에 결합되는 제1 및 제2 가압체결구 사이에 실링부재가 위치하도록 하는 방법도 제시되었으나 결합과정이 번거럽고 특히 실링부재는 삽입하여 가압하고 몸체의 내벽에 밀착되도록 하고 경화되는 소재로 매번 비닐 포장을 벗기는 작업을 필요로 하는 불편함이 있었다.Accordingly, various prior patents have proposed ways to solve this problem, but in the case of a method of combining a stopper with an O-ring at the inlet, that is, a closing cap, an empty space is formed inside the body, which is filled with leaked water, and this space is closed. Additional means are needed, and a method of placing a sealing member between the first and second pressure fasteners coupled to the body has also been proposed, but the joining process is cumbersome, and in particular, the sealing member is inserted and pressed and is not attached to the inner wall of the body. There was the inconvenience of having to peel off the plastic packaging every time it was made of a material that adheres tightly and hardens.

대한민국특허등록 제10-0894885-0000호 (2009년04월17일)Republic of Korea Patent Registration No. 10-0894885-0000 (April 17, 2009) 대한민국특허등록 제10-1493038-0000호 (2015년02월06일)Republic of Korea Patent Registration No. 10-1493038-0000 (February 6, 2015) 대한민국실용신안등록 제20-0427815-0000호 (2006년09월25일)Korea Utility Model Registration No. 20-0427815-0000 (September 25, 2006)

본 발명은 전술한 문제점을 해결하기 위하여 개발된 것으로서, 그 목적은 터널을 형성하는 세그먼트에 구비된 약제주입구를 개선하여 현장에서 비닐포장을 벗기고 포장지를 처리해야하는 실링부재를 사용하지 않으면서 약제를 주입하고 주입된 약제 또는 뒷채움재의 누출을 방지하면서 경화 후에 발생될 수 있는 누수 문제를 방지하는 구조를 체크밸브가 구비되는 체결속관과 오링이 구비되는 중간나사속관에 의하여 이루어지도록 하는 터널 세그먼트에 형성되는 약제주입구의 방수구조를 개발하는 것에 있다.The present invention was developed to solve the above-mentioned problems, and its purpose is to improve the drug inlet provided in the segment forming the tunnel to inject the drug without using a sealing member that requires removing the plastic packaging and disposing of the packaging on site. A chemical agent formed in the tunnel segment to prevent leakage of the injected drug or backfilling material and prevent water leakage problems that may occur after curing by using a fastening inner pipe equipped with a check valve and an intermediate screw inner pipe equipped with an O-ring. The goal is to develop a waterproof structure for the injection port.

상기와 같은 목적을 달성하기 위하여 본 발명은 터널 형성을 위한 세그먼트 성형시 세그먼트에 관통하도록 매립되어 내주면을 따라 암나사부가 형성된 본체와, 일측이 막힌 원통형으로 이루어져 본체의 터널 외측 부분에 결합되는 엔드캡과, 외주면에 나사산이 형성되어 상기 본체의 터널 내측 부분에 결합되는 마감캡을 포함하여 구성되는 터널 세그먼트에 형성되는 약제주입구의 방수구조에 있어서;In order to achieve the above object, the present invention includes a main body with a female thread formed along the inner circumferential surface that is embedded so as to penetrate the segment when forming a segment for forming a tunnel, an end cap made of a cylindrical shape with one side closed and coupled to the outer portion of the tunnel of the main body, and In the waterproof structure of the drug injection port formed in the tunnel segment, which includes a closing cap that is threaded on the outer peripheral surface and coupled to the inner portion of the tunnel of the main body;

상기 본체는 엔드캡과 결합하는 측 외경은 상기 엔드캡과 결합하도록 나사산이 형성되는 엔드캡결합부를 구비하고, 끝단은 내경과 외경이 단턱지게 축소되어 연장되는 돌출연장부를 구비하며;The main body has an end cap coupling portion on an outer diameter side coupled to the end cap, and an end cap having a protruding extension portion whose inner diameter and outer diameter are taperedly reduced and extended;

외주면의 상기 본체의 암나사부에 상응하는 제1 숫나사부와, 내경이 단턱지게 축소되어 상기 돌출연장부의 내측으로 삽입되는 삽입결합부와, 일측 끝단에는 삽입결합부에 장착된 토션스프링에 의하여 회전하며 삽입결합부를 막는 방향으로 압력이 작용하는 원판형의 체크밸브판과, 상기 삽입결합부의 타측 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제1 공구결합돌기로 구성되는 체결속관과;It rotates by a first male thread portion corresponding to the female thread portion of the main body on the outer peripheral surface, an insertion coupling portion whose inner diameter is taperedly reduced and inserted into the protruding extension portion, and a torsion spring mounted on the insertion coupling portion at one end. A fastening inner pipe consisting of a disk-shaped check valve plate on which pressure acts in the direction of blocking the insertion coupling portion, and a plurality of first tool engaging protrusions radially protruding at regular intervals from the other inner diameter of the insertion coupling portion;

일측 끝단은 외주면이 단턱지게 축소되어 길게 연장되어 상기 삽입결합부의 내측으로 삽입되며 끝단 외경면에 오링이 장착 고정되는 삽입단턱부와, 삽입단턱부의 반대측 단턱지게 확장된 부분에 형성되어 본체의 암나사부에 상응하여 결합하는 제2 숫나사부와, 터널 내측을 바라보는 면에는 함몰되어 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제2 공구결합돌기를 구비하는 중간나사부재를 구비함을 특징으로 한다.At one end, the outer peripheral surface is shortened to a step and extended long, and is inserted into the inside of the insertion coupling part. An insertion step is installed and fixed with an O-ring on the outer diameter surface of the end, and is formed in a stepped portion on the opposite side of the insertion step to form a female thread part of the main body. It is characterized by comprising a second male screw portion coupled correspondingly, and an intermediate screw member having a plurality of second tool engaging protrusions that are recessed on the surface facing the inside of the tunnel and protrude radially at regular intervals on the inner diameter.

아울러, 상기 체결속관의 돌출연장부의 내경과 상응하여 결합하는 외경을 가진 원통형으로 형성되며;In addition, it is formed in a cylindrical shape with an outer diameter that corresponds to the inner diameter of the protruding extension portion of the fastening inner pipe;

터널 외측 방향의 면 중앙에 지름이 점차 확대되었다가 축소되는 형상의 고정돌기가 형성되는 체크밸브판과, 상기 고정돌기가 형성된 측 내경면에 양끝단이 회전가능하게 탄성고정되고 중앙은 절곡되어 상기 고정돌기를 감싸며 일체로 연결되는 토션스프링을 구비하는 체크밸브유닛이 돌출연장부에 결합됨을 특징으로 한다.A check valve plate in which a fixing protrusion of a shape whose diameter gradually expands and then contracts is formed in the center of the surface toward the outside of the tunnel, both ends are rotatably elastically fixed to the inner diameter surface of the side where the fixing protrusion is formed, and the center is bent to It is characterized in that a check valve unit including a torsion spring that surrounds the fixing protrusion and is integrally connected is coupled to the protruding extension.

또한, 상기 체결속관의 삽입결합부에는 내경의 중간에는 내경이 단턱지게 확장되어 터널 외측방향 끝단까지 연장되는 걸림단턱부가 형성되고, 상기 체크밸브판은 일면 테두리을 따라 상기 걸림단턱부의 확장된 면에 밀착되도록 구성되어 상기 고정돌기는 밀착된 반대측 면에 형성되며, 상기 토션스프링은 한 쌍이 상호 이격되어 내경면에 형성되고 상호 마주모는 면에 관통된 홀이 형성되는 스프링고정돌기에 양측 끝단이 관통 고정되고 양측이 대칭으로 상부로 절곡되어 탄성복원력을 위한 코일이 형성된 후 상기 고정돌기를 감싸며 일체로 연결되는 형상을 가짐을 특징으로 한다.In addition, a locking step portion is formed in the middle of the inner diameter of the insertion coupling portion of the fastening pipe, the inner diameter of which is gradually expanded and extending to the outer end of the tunnel, and the check valve plate is in close contact with the expanded surface of the locking step portion along one side edge. The fixing protrusions are formed on opposite surfaces in close contact, and a pair of the torsion springs are spaced apart from each other, formed on the inner diameter surface, and both ends are fixed through the spring fixing protrusions with through holes formed on the opposing surfaces. It is characterized in that both sides are symmetrically bent upward to form a coil for elastic restoring force, and then have a shape that surrounds the fixing protrusion and is integrally connected.

상술한 바와 같이 본 발명은 세그먼트에 매립 고정되어 있는 약제주입구의 몸체의 내측 암나사부에 끝단에 터널 내측에서 외측으로의 힘에 개방되는 체크밸브를 구비하여 주입구를 밀어넣어 개방하고 약제 또는 뒷채움재를 충진하고 주입구를 분리하면 체크밸브가 닫히도록 하여 1차적으로 누출을 방지하도록 하는 체결속관을 결합하고 상기 체결속관에 밀착하는 오링을 구비하는 중간나사속관을 결합하는 순차작으로 두 개의 부품을 결합하는 것으로 약제 또는 뒷채움재의 수분 또는 지하수의 수분이 통과하는 것을 차단하는 효과가 있으며, 실링부재가 없어 작업이 용이하고 빠르게 이루어질 수 있는 효과가 있다.As described above, the present invention is provided with a check valve at the end of the inner female thread of the body of the drug injection port embedded and fixed in the segment, which opens to force from the inside of the tunnel to the outside, so that the injection port is pushed in and opened, and the drug or backfilling material is injected. When filling and separating the inlet, the check valve is closed to primarily prevent leakage, and the two parts are combined in a sequential operation of combining the intermediate threaded inner pipe with an O-ring that adheres closely to the fastening inner pipe. This has the effect of blocking the passage of moisture from chemicals, backfill material, or groundwater, and has the effect of allowing work to be done easily and quickly because there is no sealing member.

도 1은 본 발명의 일 실시 예에 따른 약제주입구를 나타낸 사시도
도 2는 본 발명의 일 실시 예에 따른 약제주입구를 나타낸 분해사시도
도 3은 본 발명의 일 실시 예에 따른 배면에서 본 약제주입구를 나타낸 분해사시도
도 4는 본 발명의 일 실시 예에 따른 세그먼트에 약제주입구가 설치된 상태를 나타낸 개념도
도 5는 본 발명의 일 실시 예에 따른 약제를 주입하기 전 엔드캡 천공과정을 나타낸 개념도
도 6은 본 발명의 일 실시 예에 따른 체결속관이 결합된 상태에서 약제주입 직전 과정을 나타낸 개념도
도 7은 본 발명의 일 실시 예에 따른 중간나사부재를 결합하는 과정을 나타낸 개념도
도 8은 본 발명의 일 실시 예에 따른 시공이 완료된 상태를 나타낸 개념도
1 is a perspective view showing a drug injection port according to an embodiment of the present invention.
Figure 2 is an exploded perspective view showing a drug injection port according to an embodiment of the present invention.
Figure 3 is an exploded perspective view showing the drug injection port viewed from the rear according to an embodiment of the present invention.
Figure 4 is a conceptual diagram showing a state in which a drug injection port is installed in a segment according to an embodiment of the present invention.
Figure 5 is a conceptual diagram showing the end cap puncturing process before injecting a drug according to an embodiment of the present invention.
Figure 6 is a conceptual diagram showing the process immediately before drug injection in a state in which the fastening tube according to an embodiment of the present invention is combined.
Figure 7 is a conceptual diagram showing the process of combining the intermediate screw member according to an embodiment of the present invention.
Figure 8 is a conceptual diagram showing a state in which construction is completed according to an embodiment of the present invention.

이에 본 발명의 구성을 첨부된 도면에 의하여 당업자가 용이하게 이해하고 재현할 수 있도록 상세하게 설명하면 다음과 같다.Accordingly, the configuration of the present invention will be described in detail with the accompanying drawings so that those skilled in the art can easily understand and reproduce it.

도 1은 본 발명의 일 실시 예에 따른 약제주입구를 나타낸 사시도이고, 도 2는 본 발명의 일 실시 예에 따른 약제주입구를 나타낸 분해사시도이며, 도 3은 본 발명의 일 실시 예에 따른 배면에서 본 약제주입구를 나타낸 분해사시도로서, 터널 형성을 위한 세그먼트(S) 성형시 세그먼트(S)에 관통하도록 매립되어 내주면을 따라 암나사부(111)가 형성된 본체(11)와, 일측이 막힌 원통형으로 이루어져 본체(11)의 터널 외측 부분에 결합되는 엔드캡(12)과, 외주면에 나사산이 형성되어 상기 본체(11)의 터널 내측 부분에 결합되는 마감캡(13)을 포함하여 구성되는 터널 세그먼트에 형성되는 약제주입구(1)의 방수구조에 있어서;Figure 1 is a perspective view showing a drug injection port according to an embodiment of the present invention, Figure 2 is an exploded perspective view showing a drug injection port according to an embodiment of the present invention, and Figure 3 is a rear view according to an embodiment of the present invention. This is an exploded perspective view showing the drug injection port, which consists of a main body 11 with a female thread 111 formed along the inner circumferential surface that is embedded to penetrate the segment S during molding of the segment S for forming a tunnel, and a cylindrical shape with one side closed. It is formed in a tunnel segment that includes an end cap 12 coupled to the outer part of the tunnel of the main body 11, and a finishing cap 13 with threads formed on the outer peripheral surface and coupled to the inner part of the tunnel of the main body 11. In the waterproof structure of the drug injection port (1);

상기 본체(11)는 엔드캡(12)과 결합하는 측 외경은 상기 엔드캡(12)과 결합하도록 나사산이 형성되는 엔드캡결합부(112)를 구비하고, 끝단은 내경과 외경이 단턱지게 축소되어 연장되는 돌출연장부(113)를 구비하며;The main body 11 has an end cap coupling portion 112 on which the outer diameter of the end cap 12 is coupled to the end cap 12, and the inner diameter and the outer diameter of the end are reduced to a level. It is provided with a protruding extension portion 113 that extends;

외주면의 상기 본체(11)의 암나사부(111)에 상응하는 제1 숫나사부(141)와, 내경이 단턱지게 축소되어 상기 돌출연장부(113)의 내측으로 삽입되는 삽입결합부(146)와, 일측 끝단에는 삽입결합부(146)에 장착된 토션스프링(142)에 의하여 회전하며 삽입결합부(146)를 막는 방향으로 압력이 작용하는 원판형의 체크밸브판(143)과, 상기 삽입결합부(146)의 타측 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제1 공구결합돌기(144)로 구성되는 체결속관(14)과;A first male threaded portion 141 corresponding to the female threaded portion 111 of the main body 11 on the outer peripheral surface, an insertion coupling portion 146 whose inner diameter is reduced to a step and inserted into the protruding extension portion 113, and At one end, there is a disk-shaped check valve plate 143 that rotates by a torsion spring 142 mounted on the insertion coupling portion 146 and exerts pressure in the direction of blocking the insertion coupling portion 146, and the insertion coupling portion 146. A fastening inner pipe 14 composed of a plurality of first tool engaging protrusions 144 that protrude radially at regular intervals on the other inner diameter of the part 146;

일측 끝단은 외주면이 단턱지게 축소되어 길게 연장되어 상기 삽입결합부(146)의 내측으로 삽입되며 끝단 외경면에 오링(151)이 장착 고정되는 삽입단턱부(152)와, 삽입단턱부(152)의 반대측 단턱지게 확장된 부분에 형성되어 본체(11)의 암나사부(111)에 상응하여 결합하는 제2 숫나사부(153)와, 터널 내측을 바라보는 면에는 함몰되어 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제2 공구결합돌기(154)를 구비하는 중간나사부재(15)를 구비함을 특징으로 하는 터널 세그먼트에 형성되는 약제주입구의 방수구조를 나타내었다.One end has an insertion step 152 whose outer peripheral surface is reduced to a step, extends long, and is inserted into the insertion coupling portion 146, and is fixed with an O-ring 151 on the outer diameter surface of the end, and an insertion step 152. A second male threaded portion 153 is formed on the stepped expanded portion on the opposite side and engages correspondingly with the female threaded portion 111 of the main body 11, and is recessed on the surface facing the inside of the tunnel and protrudes radially at regular intervals on the inner diameter. The waterproof structure of the drug injection port formed in the tunnel segment is shown, which is characterized by having an intermediate screw member 15 having a plurality of second tool engaging protrusions 154.

주지한 바와 같이 본원 약제주입구(1)의 기본 구조인 본체(11)와 엔드캡(12)과 마감캡(13)은 종래 기술의 것과 기본 구성과 개념이 동일하지만 본체(11)의 끝단에 돌출연장부(113)를 형성한 점에서 차이가 있다.As is well known, the main structure (11), end cap (12), and closing cap (13), which are the basic structure of the drug injection port (1), are the same as those of the prior art, but protrude at the end of the main body (11). There is a difference in that the extension portion 113 is formed.

다만 본원은 기존에 방수구조를 이루기 위하여 기존에 실링재를 넣고 가압 및 밀폐하기 위한 체결구가 본체(11)에 들어가는 것이 아니라 본원의 체결속관(14)은 체크밸브가 내장되어 있어 약제 주로 뒷채움재를 세크먼트(S)와 지반 사이에 주입할 경우는 개방되는 반대 방향으로는 막히도록 하는 구조를 가지도록 하였다.However, in order to achieve a waterproof structure, the existing fastener for inserting a sealing material and pressurizing and sealing it is not inserted into the main body (11), but the fastening pipe (14) of this hospital has a built-in check valve, so that the chemical is mainly used as a back filler. When injecting between the segment (S) and the ground, it is designed to be blocked in the direction opposite to the opening.

이때 돌출연장부(113)의 내경과 끼워지는 삽입결합부(146)의 외경의 사이는 유격을 최소화하여 이곳으로 수분이 누출되는 것을 방지하도록 설계하여 제작해야한다.At this time, the space between the inner diameter of the protruding extension 113 and the outer diameter of the insertion coupling portion 146 to be fitted must be designed and manufactured to minimize the gap to prevent moisture from leaking there.

이후 중간나사부재(15)에 의하여 체크밸브의 틈으로 새어나올 수 있는 수분을 오링(151)이 장착된 삽입단턱부(152)에 의하여 차단하도록 하는 것이 본원의 주요 구성이다.The main configuration of the present invention is to block moisture that may leak through the gap of the check valve by the intermediate screw member 15 by using the insertion step 152 on which the O-ring 151 is mounted.

이하 본원의 구체적인 구성을 작업 순서를 나타낸 도면에 따라 상세하게 설명하면 다음과 같다.Hereinafter, the specific configuration of the present application will be described in detail according to the drawing showing the work sequence.

도 4는 본 발명의 일 실시 예에 따른 세그먼트에 약제주입구가 설치된 상태를 나타낸 개념도이며, 도 5는 본 발명의 일 실시 예에 따른 약제를 주입하기 전 엔드캡 천공과정을 나타낸 개념도로서, 본원의 약제주입구(1)는 세그먼트(S)를 제작할 때 일체로 매립 고정된 형태로 제공되며 이때 본체(11) 내부로 이물질 칩입을 방지하기 위하여 엔드캡(12)과 마감캡(13)은 장착된 상태이다.Figure 4 is a conceptual diagram showing a state in which a drug injection port is installed in a segment according to an embodiment of the present invention, and Figure 5 is a conceptual diagram showing the end cap puncturing process before injecting a drug according to an embodiment of the present invention. The drug inlet (1) is provided in an integrally embedded and fixed form when manufacturing the segment (S), and at this time, the end cap (12) and the finishing cap (13) are installed to prevent foreign substances from entering the main body (11). am.

지반(G)의 굴착이 완료되면 세그먼트(S)가 설치되는데 도시한 바와 같이 지반(G)과의 공간이 이격된 상태에서는 시멘트계열의 뒷채움재를 추진하도록 하고 세그먼트(S)가 지반(G)과의 마찰을 극복하고 이동할 경우에는 약제의 주입이 필요한 것이다.When the excavation of the ground (G) is completed, the segment (S) is installed. As shown, in a state where the space is separated from the ground (G), the cement-based backfill material is promoted and the segment (S) is placed in the ground (G). In order to overcome friction and move, injection of medication is necessary.

따라서 작업자는 마감캡(13)을 분리하고 체결장비(T)에 드릴툴을 장착하여 엔드캡(12)을 천공하여 약제 혹은 뒷채움재를 충진할 수 있는 상태를 만들게 한다.Therefore, the worker separates the finishing cap 13 and attaches a drill tool to the fastening equipment (T) to drill the end cap 12 to create a state in which the chemical or backfill material can be filled.

도 6은 본 발명의 일 실시 예에 따른 체결속관이 결합된 상태에서 약제주입 직전 과정을 나타낸 개념도로서, 전술한 바와 같이 본원은 체결속관(14)를 결합한 상태에서 약제투입구(A)를 투입하여 약제 혹은 뒷채움재를 투입할 수 있도록 하는 구조로 투입하는 압력에 의하여 체크밸브판(143)은 밀리면서 공간이 형성되어 약제가 투입되며 압력이 해제되면 토션스프링(142)에 의하여 체크밸브판(143)이 입구를 막도록 하는 구조를 가진다.Figure 6 is a conceptual diagram showing the process immediately before drug injection in a state in which the fastening tube 14 is combined according to an embodiment of the present invention. As described above, the present institution injects the medicine inlet (A) with the fastening tube 14 coupled. The check valve plate (143) is pushed by the pressure of the injection pressure to form a space for the drug to be injected. When the pressure is released, the check valve plate (143) is injected by the torsion spring (142). ) has a structure that blocks the entrance.

이때 본원은 상기 체결속관(14)의 돌출연장부(113)의 내경과 상응하여 결합하는 외경을 가진 원통형으로 형성되며;At this time, the main body is formed in a cylindrical shape with an outer diameter that corresponds to and engages the inner diameter of the protruding extension portion 113 of the fastening inner pipe 14;

터널 외측 방향의 면 중앙에 지름이 점차 확대되었다가 축소되는 형상의 고정돌기(147)가 형성되는 체크밸브판(143)과, 상기 고정돌기(147)가 형성된 측 내경면에 양끝단이 회전가능하게 탄성고정되고 중앙은 절곡되어 상기 고정돌기(147)를 감싸며 일체로 연결되는 토션스프링(142)을 구비하는 체크밸브유닛(149)이 돌출연장부(113)에 결합됨을 특징으로 하는 실시 예를 추가로 제시하였다.A check valve plate (143) in which a fixing protrusion (147) whose diameter gradually expands and then contracts is formed in the center of the surface toward the outside of the tunnel, and both ends are rotatable on the inner diameter surface of the side where the fixing protrusion (147) is formed. An embodiment characterized in that the check valve unit 149, which is elastically fixed and has a torsion spring 142 that is bent at the center and integrally connected to the fixing protrusion 147, is coupled to the protruding extension portion 113. It was additionally presented.

이러한 실시 예는 체크밸브 구조를 이루기 위한 토션스프링(142)과 체크밸브판(143)의 구조를 가진 체크밸브유닛(149)을 별도로 제작하여 결합하도록 하여 작동을 확인한 후 결합하며 또한 재질의 변화를 줄 수 있어 작동의 신뢰성을 높일 수 있는 것이다.In this embodiment, the check valve unit 149, which has a structure of a torsion spring 142 and a check valve plate 143 to form a check valve structure, is separately manufactured and combined to confirm operation and then combine them to prevent changes in material. This can increase the reliability of operation.

본원은 억지끼움에 의한 결합을 도시하였으나 나사결합도 가능하며 다만 결합방법의 전제로 결합부에서 만족할만한 수밀성을 가지도록 하는 구조를 선택해야한다.This application shows coupling by interference fitting, but screw coupling is also possible, but as a prerequisite for the coupling method, a structure that ensures satisfactory watertightness at the coupling part must be selected.

또한, 상기 체결속관(14)의 삽입결합부(146)에는 내경의 중간에는 내경이 단턱지게 확장되어 터널 외측방향 끝단까지 연장되는 걸림단턱부(145)가 형성되고, 상기 체크밸브판(143)은 일면 테두리을 따라 상기 걸림단턱부(145)의 확장된 면에 밀착되도록 구성되어 상기 고정돌기(147)는 밀착된 반대측 면에 형성되며, 상기 토션스프링(142)은 한 쌍이 상호 이격되어 내경면에 형성되고 상호 마주모는 면에 관통된 홀이 형성되는 스프링고정돌기(148)에 양측 끝단이 관통 고정되고 양측이 대칭으로 상부로 절곡되어 탄성복원력을 위한 코일이 형성된 후 상기 고정돌기(147)를 감싸며 일체로 연결되는 형상을 가짐을 특징으로 하는 보다 상세한 구조를 추가로 제시하였다.In addition, the insertion coupling part 146 of the fastening inner pipe 14 is formed with a stopping step 145 whose inner diameter is gradually expanded in the middle of the inner diameter and extends to the outer end of the tunnel, and the check valve plate 143 It is configured to be in close contact with the expanded surface of the locking step 145 along one edge of the surface, and the fixing protrusion 147 is formed on the opposite surface to which it is in close contact, and a pair of the torsion springs 142 are spaced apart from each other on the inner diameter surface. Both ends are fixed through the spring fixing protrusion 148, which has a hole formed on the opposing surface, and both sides are symmetrically bent upward to form a coil for elastic restoring force, and then wrapped around the fixing protrusion 147. A more detailed structure characterized by an integrally connected shape was additionally presented.

이러한 구조는 평상시 체크밸브판(143)이 걸림단턱부(145)를 밀착하도록 하여 수분이 본체(11)로 침투하는 것을 방지하는 것이며, 도시된 바와 같이 체크밸브판(143)의 밀착하는 테두리 부분의 검은색으로 도시된 부분은 탄성복원력을 가진 연질의 소재가 장착된 것으로 토션스프링(142)의 복원력에 의하여 압력이 가해지만 더욱 인정적인 방수구조를 가질 수 있게 된다.This structure prevents moisture from penetrating into the main body 11 by allowing the check valve plate 143 to adhere closely to the stopping step 145 in normal times, and as shown, the edge portion of the check valve plate 143 is in close contact with the The part shown in black is equipped with a soft material with elastic restoring force, and although pressure is applied by the restoring force of the torsion spring 142, it is possible to have a more acceptable waterproof structure.

도 7은 본 발명의 일 실시 예에 따른 중간나사부재를 결합하는 과정을 나타낸 개념도이고, 도 8은 본 발명의 일 실시 예에 따른 시공이 완료된 상태를 나타낸 개념도로서, 본원은 체결속관(14)의 결합에 의하여 일차적인 방수구조를 가지도록 한 후 중간나사부제(15)를 결합하도록 하며 체결장비(A)의 툴에 의하여 본체(11)의 암나사부(111)에 상응하는 제2 숫나사부(153)에 의하여 회전하면서 진입하며 최종적으로 오링(151)이 장착되는 삽입단턱부(152)가 체결속관(14)의 삽입결합부(146)의 내측으로 결합하도록 하면 수분의 침입이 차단되는 것이다.Figure 7 is a conceptual diagram showing the process of combining the intermediate screw member according to an embodiment of the present invention, and Figure 8 is a conceptual diagram showing the completed state of construction according to an embodiment of the present invention, and the present application refers to the fastening tube (14) After having a primary waterproof structure by combining, the intermediate threaded part 15 is combined, and the second male threaded part (corresponding to the female threaded part 111 of the main body 11) is connected by the tool of the fastening equipment (A). If the insertion step 152, which enters while rotating by 153) and is finally equipped with the O-ring 151, is coupled to the inside of the insertion coupling portion 146 of the fastening inner pipe 14, the intrusion of moisture is blocked.

이때 중간나사부재(15)는 뚤려있는 관형이 아니라 막혀 있는 구조이며 제2 공구결합돌기(154)와 같은 구조 이외에도 가장 현장에서 말이 사용하는 육모렌치를 사용할 수 있는 공구홈의 형상을 가지도록 하여도 무방하다.At this time, the intermediate screw member 15 has a closed structure rather than an open tubular shape, and in addition to having the same structure as the second tool engaging protrusion 154, it has a tool groove shape that can be used with a hexagonal wrench, which is most commonly used in the field. It's okay.

이후 마감캡(13)의 결합에 의하여 시공이 완료되는 것으로 이러한 구조는 투입되는 약제 혹은 뒷채움재의 수분이 역류하는 것을 방지하고 시공 후에도 비반의 지하수가 유입되는 것을 방지하도록 하는 역할을 한다.Afterwards, construction is completed by combining the finishing cap 13. This structure prevents the moisture of the injected chemical or backfill material from flowing back and prevents groundwater from flowing into the area even after construction.

또한 본원은 기존의 실링부재 또는 실링재는 공기와 접촉하면 경화하는 성질을 가진 것으로 비닐포장으로 밀봉 제공되어 작업시 포장을 뜯고 비닐을 처리하는 불편함을 해소하고, 경화되는 실링부재가 없기에 상황에 따라 세그먼트의 이동에는 윤활제를 투입하고 완전히 고정된 상태에서는 뒷채움재를 투입할 수 있도록 하여 반복 작업이 가능하다는 장점이 있는 것이다.In addition, the existing sealing member or sealing material has the property of hardening when in contact with air, and is provided in a sealed plastic packaging to eliminate the inconvenience of unpacking and disposing of the plastic during work. Since there is no hardening sealing member, it can be used depending on the situation. It has the advantage of enabling repeated work by allowing lubricant to be added when moving the segment and backfilling material to be added when the segment is completely fixed.

1 : 약제주입구
11 : 본체
111 : 암나사부 112 : 엔드캡결합부
113 : 돌출연장부
12 : 엔드캡
13 : 마감캡
131 : 공구홀
14 : 체결속관
141 : 제1 숫나사부 142 : 토션스프링
143 : 체크밸브판 144 : 제1 공구결합돌기
145 : 걸림단턱부 146 : 삽입결합부
147 : 고정돌기 148 : 스프링고정돌기
149 : 체크밸브유닛
15 : 중간나사부재
151 : 오링 152 : 삽입단턱부
153 : 제2 숫나사부 154 : 제2 공구결합돌기
S : 세그먼트
T : 체결장비
D : 뒷채움재
G : 지반
A : 약제투입구
1: Drug injection port
11: main body
111: female thread part 112: end cap coupling part
113: protruding extension
12: end cap
13: Closing cap
131: Tool hole
14: fastening tube
141: first male thread 142: torsion spring
143: check valve plate 144: first tool coupling protrusion
145: Hooking step 146: Insertion coupling portion
147: fixing protrusion 148: spring fixing protrusion
149: Check valve unit
15: Intermediate screw member
151: O-ring 152: Insertion step
153: Second male thread 154: Second tool coupling protrusion
S: segment
T: Fastening equipment
D: Backfill material
G: Ground
A: Medicine inlet

Claims (3)

터널 형성을 위한 세그먼트(S) 성형시 세그먼트(S)에 관통하도록 매립되어 내주면을 따라 암나사부(111)가 형성된 본체(11)와, 일측이 막힌 원통형으로 이루어져 본체(11)의 터널 외측 부분에 결합되는 엔드캡(12)과, 외주면에 나사산이 형성되어 상기 본체(11)의 터널 내측 부분에 결합되는 마감캡(13)을 포함하고, 상기 본체(11)는 엔드캡(12)과 결합하는 측 외경은 상기 엔드캡(12)과 결합하도록 나사산이 형성되는 엔드캡결합부(112)를 구비하고, 끝단은 내경과 외경이 단턱지게 축소되어 연장되는 돌출연장부(113)를 구비하며; 외주면의 상기 본체(11)의 암나사부(111)에 상응하는 제1 숫나사부(141)와, 내경이 단턱지게 축소되어 상기 돌출연장부(113)의 내측으로 삽입되는 삽입결합부(146)와, 일측 끝단에는 삽입결합부(146)에 장착된 토션스프링(142)에 의하여 회전하며 삽입결합부(146)를 막는 방향으로 압력이 작용하는 원판형의 체크밸브판(143)과, 상기 삽입결합부(146)의 타측 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제1 공구결합돌기(144)로 구성되는 체결속관(14)과; 일측 끝단은 외주면이 단턱지게 축소되어 길게 연장되어 상기 삽입결합부(146)의 내측으로 삽입되며 끝단 외경면에 오링(151)이 장착 고정되는 삽입단턱부(152)와, 삽입단턱부(152)의 반대측 단턱지게 확장된 부분에 형성되어 본체(11)의 암나사부(111)에 상응하여 결합하는 제2 숫나사부(153)와, 터널 내측을 바라보는 면에는 함몰되어 내경에 방사형으로 일정 간격 돌출되는 복수 개의 제2 공구결합돌기(154)를 구비하는 중간나사부재(15)를 포함하여 구성되는 터널 세그먼트에 형성되는 약제주입구의 방수구조에 있어서,
상기 체결속관(14)의 돌출연장부(113)의 내경과 상응하여 결합하는 외경을 가진 원통형으로 형성되며;
터널 외측 방향의 면 중앙에 지름이 점차 확대되었다가 축소되는 형상의 고정돌기(147)가 형성되는 체크밸브판(143)과, 상기 고정돌기(147)가 형성된 측 내경면에 양끝단이 회전가능하게 탄성고정되고 중앙은 절곡되어 상기 고정돌기(147)를 감싸며 일체로 연결되는 토션스프링(142)을 구비하는 체크밸브유닛(149)이 돌출연장부(113)에 결합됨을 특징으로 하는 터널 세그먼트에 형성되는 약제주입구의 방수구조.
When forming the segment (S) for forming a tunnel, the main body (11) is embedded so as to penetrate the segment (S) and has a female thread 111 formed along the inner circumferential surface, and is formed in a cylindrical shape with one side closed, so that it is attached to the outer part of the tunnel of the main body (11). It includes an end cap 12 that is coupled, and a finishing cap 13 that is threaded on the outer peripheral surface and coupled to the inner part of the tunnel of the main body 11, and the main body 11 is coupled to the end cap 12. The side outer diameter is provided with an end cap coupling portion 112 that is threaded to engage with the end cap 12, and the end is provided with a protruding extension portion 113 in which the inner diameter and outer diameter are gradually reduced and extended; A first male threaded portion 141 corresponding to the female threaded portion 111 of the main body 11 on the outer peripheral surface, an insertion coupling portion 146 whose inner diameter is reduced to a step and inserted into the protruding extension portion 113, and At one end, there is a disk-shaped check valve plate 143 that rotates by a torsion spring 142 mounted on the insertion coupling portion 146 and exerts pressure in the direction of blocking the insertion coupling portion 146, and the insertion coupling portion 146. A fastening inner pipe 14 composed of a plurality of first tool engaging protrusions 144 that protrude radially at regular intervals on the other inner diameter of the part 146; One end has an insertion step 152 whose outer peripheral surface is reduced to a step, extends long, and is inserted into the insertion coupling portion 146, and is fixed with an O-ring 151 on the outer diameter surface of the end, and an insertion step 152. A second male threaded portion 153 is formed on the stepped expanded portion on the opposite side and engages correspondingly with the female threaded portion 111 of the main body 11, and is recessed on the surface facing the inside of the tunnel and protrudes radially at regular intervals on the inner diameter. In the waterproof structure of the drug injection port formed in the tunnel segment including an intermediate screw member 15 having a plurality of second tool engaging protrusions 154,
It is formed in a cylindrical shape with an outer diameter corresponding to the inner diameter of the protruding extension portion 113 of the fastening inner pipe 14;
A check valve plate (143) in which a fixing protrusion (147) whose diameter gradually expands and then contracts is formed in the center of the surface toward the outside of the tunnel, and both ends are rotatable on the inner diameter surface of the side where the fixing protrusion (147) is formed. A check valve unit 149 having a torsion spring 142 that is elastically fixed and bent in the center to surround and integrally connect the fixing protrusion 147 is coupled to the protruding extension 113. In the tunnel segment, Waterproof structure of the chemical injection port formed.
삭제delete 제 1항에 있어서,
상기 체결속관(14)의 삽입결합부(146)에는 내경의 중간에는 내경이 단턱지게 확장되어 터널 외측방향 끝단까지 연장되는 걸림단턱부(145)가 형성되고, 상기 체크밸브판(143)은 일면 테두리을 따라 상기 걸림단턱부(145)의 확장된 면에 밀착되도록 구성되어 상기 고정돌기(147)는 밀착된 반대측 면에 형성되며, 상기 토션스프링(142)은 한 쌍이 상호 이격되어 내경면에 형성되고 상호 마주모는 면에 관통된 홀이 형성되는 스프링고정돌기(148)에 양측 끝단이 관통 고정되고 양측이 대칭으로 상부로 절곡되어 탄성복원력을 위한 코일이 형성된 후 상기 고정돌기(147)를 감싸며 일체로 연결되는 형상을 가짐을 특징으로 하는 세그먼트에 형성되는 약제주입구의 방수구조.
According to clause 1,
In the insertion coupling part 146 of the fastening inner pipe 14, a stopping step 145 is formed in the middle of the inner diameter, the inner diameter of which is gradually expanded and extending to the outer end of the tunnel, and the check valve plate 143 has one side. It is configured to be in close contact with the expanded surface of the locking step 145 along the edge, and the fixing protrusion 147 is formed on the opposite surface to which it is in close contact, and a pair of torsion springs 142 are formed on the inner diameter surface with a pair spaced apart from each other. Both ends are penetrated and fixed to the spring fixing protrusion 148, which has a hole formed on the opposing surface, and both sides are symmetrically bent upward to form a coil for elastic restoring force, and then integrally wrapped around the fixing protrusion 147. A waterproof structure of a drug injection port formed in a segment characterized by having a connected shape.
KR1020210104733A 2021-08-09 2021-08-09 Waterproof structure of Drug Inlet for tunnel segment KR102579407B1 (en)

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KR200427815Y1 (en) 2006-07-15 2006-09-29 조창열 Sealing cap for lubrication inlet hole of underground pipe
KR100894885B1 (en) 2007-04-27 2009-04-30 (주)리뉴시스템 Execution method of waterproof for shield tunnel and waterproof structure
KR101493038B1 (en) 2013-10-29 2015-02-16 주식회사 맥스콘소재 A Drug Inlet having Structure for Preventing of Water Leakage of Segment for Shield Tunnel or Propulsion Duct
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JP2004162308A (en) 2002-11-11 2004-06-10 Kurimoto Concrete Industries Ltd Jacking concrete pipe
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