KR830001522Y1 - Water leak and freeze protection pipe in tunnel - Google Patents
Water leak and freeze protection pipe in tunnel Download PDFInfo
- Publication number
- KR830001522Y1 KR830001522Y1 KR2019810008873U KR810008873U KR830001522Y1 KR 830001522 Y1 KR830001522 Y1 KR 830001522Y1 KR 2019810008873 U KR2019810008873 U KR 2019810008873U KR 810008873 U KR810008873 U KR 810008873U KR 830001522 Y1 KR830001522 Y1 KR 830001522Y1
- Authority
- KR
- South Korea
- Prior art keywords
- water
- tunnel
- pipes
- pipe
- freeze protection
- Prior art date
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 31
- 239000004576 sand Substances 0.000 description 3
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (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
제1도는 본 고안을 실시한 터널의 길이 방향 종단면도.1 is a longitudinal longitudinal cross-sectional view of the tunnel according to the present invention.
제2도는 제1도의 A-A선 종단면도.2 is a longitudinal cross-sectional view taken along the line A-A of FIG.
제3도는 제2도의 B-B선 횡단면도로써,3 is a cross-sectional view taken along the line B-B of FIG.
제3(a)도는 신설 터널에 실시한 경우이고,FIG. 3 (a) shows a case where the new tunnel is implemented.
제3(b)도는 기존 터널에 보수한 경우를 나타낸 것이다.Figure 3 (b) shows a case of repairing the existing tunnel.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 터널 2 : 반원형 파이프1: tunnel 2: semi-circular pipe
4 : 지관 5 : 스펀지4: branch pipe 5: sponge
본 고안은 철도 터널, 차량 통행 터널, 지하철용 터널 기타 지하 구조물의 누수 및 동파방지용 도수관에 관한 것이다.The present invention relates to water leak and freeze protection pipes of railway tunnels, vehicle traffic tunnels, subway tunnels and other underground structures.
종래에도 터널의 누수를 방지하기 위하여 터널 내측 벽면에 다가 물 유입구멍이나 홈을 뚫은 원형 파이프나 사각봉으로 된 도수관을 종방향으로 설치하여 바닥면 하부에 설치된 배수관에 연결시켜 터널에서 새어나오는 물기를 도수관 내부로 유도시킨 다음 배수관으로 배출시켜 왔던 것이나 시간 경과에 따라 도수관 내부에 모래나 기타 오물등이 끼어도수관이 폐쇄되어 물기를 뽑아내지 못할 뿐 아니라 겨울철에는 막힘 부분에서 동해를 입어 동파되는 결함이 있었던 것이다.Conventionally, in order to prevent the leakage of the tunnel, water pipes made of circular pipes or square rods are installed in the longitudinal direction and are connected to the drain pipes installed on the bottom of the floor to prevent water leaking from the tunnel. It was introduced into the water pipe and then discharged into the drain pipe, or if the sand or other dirt was caught in the water pipe over time, the water pipe was closed and the water could not be drained. will be.
본 고안은 이와 같은 결함을 제거하기 위하여 도수관을 반원형 파이프로 하고 그 내부에 스펀지를 삽위시킴으로서 모래와 기타 오물이 도수관내부로 퇴적됨을 방지하고 물기는 스펀지를 통하여 흡수된 후 내부 기공을 통하여 하부로 배출되게 하므로써 도수관 내부가 막히는 것을 방지하고 겨울철에도 동파가 발생치않도록 할목적인 것으로 본 고안의 구성을 첨부 도면에 따라 상세히 설명하면 다음과 같다.The present invention prevents sand and other dirt from being deposited inside the water pipe by draining the water pipe through the internal pores after the water pipe is a semi-circular pipe and inserts a sponge inside the water pipe to remove such defects. The purpose of the present invention is to prevent clogging of the water pipe and to prevent freezing even in winter. The configuration of the present invention will be described in detail with reference to the accompanying drawings.
터널(1)었 내벽에 일정 간격으로 아치형 도수관을 콘크리트층에 매입 설치하고 천정부에는 다수의 지관(4)을 도수관에 연결 시킨 것에 있어서 도수관 및 지관을 반원형 파이프(2)로 하여 그 내부에 스펀지(5)를 매입 시킴을 특징으로 한 것이다.In the tunnel (1), the arched water pipes were installed on the inner wall at regular intervals, and in the ceiling, a plurality of branch pipes (4) were connected to the water pipes.The water pipes and the branch pipes were semi-circular pipes (2). It is characterized by the purchase of 5).
미설명 부호 3은 배수관이고, 6은 액체 방수층이며, 7은 지수몰탈이다.3 is a drain pipe, 6 is a liquid waterproof layer, and 7 is exponential mortar.
이와 같은 본 고안의 설치 상태를 설명하면 반원형 파이프(2)의 내부에 스펀지(5)를 삽입시킨 상태의 도수관 및 지관을 터널(1)의 천정 중심부로 부터 하단의 배수관(3)에 이르기까지 종방향으로 매설시키는 것으로 제3(a)도는 신설 터널에 본 고안 도수관이 매설되는 상태의 횡단면도 이며, 제3(b)도는 기존 터널에 본 고안 도수관을 매설시킬때의 횡단면도로써 이때에는 천정부터 바닥면까지 일정폭의 홈을 파낸 다음 본 고안 도수관 및 지관을 설치하고 공지한 지수몰탈(7)을 충진 시킨 후 누수 또는 결로 현상을 방지키 위하여 액체방수층(6)을 실시하여 마감되는 것이다.When explaining the installation state of the present invention as described above, the water pipe and branch pipe in the state in which the sponge 5 is inserted into the semicircular pipe 2 from the center of the ceiling of the tunnel 1 to the drain pipe 3 at the bottom thereof. 3 (a) is a cross sectional view of the present invention pipes buried in the new tunnel, and FIG. 3 (b) is a cross sectional view of the water pipes embedded in the existing tunnel. After digging a certain width of the groove to install the water pipe and branch pipe of the present invention and filling the known index mortar (7) is to finish by performing a liquid waterproof layer (6) to prevent leakage or condensation phenomenon.
이상과 같은 본 고안의 작용 효과를 설명하면 반원형 파이프(2)의 개방부를 통하여 스펀지(5)에 흡수된 물기는 스펀지의 기공을 통하여 하부로 내려와서 배수관(3)으로 배출되며, 누수가 심한 천정 부분에는 다수의 지관(4)이 설치되여 도수관에 연결되어 있으므로 도수관의 설치간격을 넓힐 수 있으며 지관 및 도수관 내부에 스펀지가 들어 있으므로 물기와 함께 들어오는 모래나 기타 오물이 지관 및 도수관 내부로 들어오는 것을 차단시키므로서 물기 배출 통로가 막히는 일이 없으며 겨울철에도 물이 얼어 동파를 당하는 피해를 사전에 예방할 수 있는 효과가 있는 것이다.When explaining the effects of the present invention as described above, the water absorbed in the sponge 5 through the opening of the semi-circular pipe (2) is lowered through the pores of the sponge is discharged to the drain pipe (3), leaking ceiling Since many branch pipes (4) are installed in the part and are connected to the water pipes, the installation interval of the water pipes can be widened, and sponges are contained in the paper pipes and the water pipes so that sand or other dirt that comes with water is blocked from entering the paper pipes and water pipes. By doing so, the water discharge passage is not blocked, and the water freezes even in winter, so it is effective to prevent the damage caused by freezing.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019810008873U KR830001522Y1 (en) | 1981-12-28 | 1981-12-28 | Water leak and freeze protection pipe in tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019810008873U KR830001522Y1 (en) | 1981-12-28 | 1981-12-28 | Water leak and freeze protection pipe in tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR830001522Y1 true KR830001522Y1 (en) | 1983-08-24 |
Family
ID=19223629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019810008873U KR830001522Y1 (en) | 1981-12-28 | 1981-12-28 | Water leak and freeze protection pipe in tunnel |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR830001522Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109611149A (en) * | 2018-12-11 | 2019-04-12 | 成都大学 | A kind of Tunnel Passing tomography containing water burst flow guiding structure and construction method |
-
1981
- 1981-12-28 KR KR2019810008873U patent/KR830001522Y1/en active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109611149A (en) * | 2018-12-11 | 2019-04-12 | 成都大学 | A kind of Tunnel Passing tomography containing water burst flow guiding structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101435342B (en) | Tunnel ring direction drainpipe equipped with strip heat-insulating layer | |
| WO2021109537A1 (en) | Ultra-long tunnel sewage disposing and separation drainage structure suitable for cold regions | |
| CN106194255B (en) | Tunnel waterproof and water drainage system and its method of construction | |
| US1734777A (en) | System of draining | |
| JP5982027B1 (en) | Water leakage countermeasures for tunnels constructed by the Natom method | |
| US3426487A (en) | Basement drainage system | |
| CN108316952A (en) | Extremely frigid zones tunnel insulation waterproof and water drainage system | |
| CN108757027B (en) | Multifunctional drainage system in tunnel | |
| FI88198B (en) | System for insulation of mine installations and procedure for its use | |
| KR830001522Y1 (en) | Water leak and freeze protection pipe in tunnel | |
| CN112228151A (en) | Tunnel open cut tunnel water drainage system | |
| CN108590752A (en) | Draining repair system and its construction method after a kind of underdrain formula tunnel-liner | |
| CN208153058U (en) | It is a kind of for the discharge structure of tunnel inverted arch bottom underground water to be discharged | |
| CN201310381Y (en) | Tunnel toroidal drainpipe with stripped insulating layer | |
| CN214497230U (en) | Concrete bridge guardrail root salt denudation maintenance structure | |
| JPH05340200A (en) | Drainage construction of leakage of water in tunnel and seal member used therefor | |
| CN207701170U (en) | Repair system is drained after a kind of underdrain formula tunnel-liner | |
| CN113565274A (en) | Drainage system is planted on dangerization article storage tank soil top | |
| CN107060878A (en) | The inspection window and its application method of a kind of tunnel drainage system | |
| RU2152483C1 (en) | Method for prevention of ice-laid deposit on slopes in low-snow regions of spreading of permafrost | |
| JP2942253B1 (en) | Joint section gutter installation method | |
| CN111779011A (en) | Drainage structure for point machine foundation pit platform and point machine foundation pit platform | |
| CN219317000U (en) | Prevent cold district tunnel construction seam infiltration freeze injury's waterproof and drainage structure | |
| CN218439463U (en) | Tunnel pipe laying drainage structure | |
| CN212428838U (en) | Double-arch tunnel |