CN209368854U - Foundation pit side-wall infiltration current-collecting device - Google Patents
Foundation pit side-wall infiltration current-collecting device Download PDFInfo
- Publication number
- CN209368854U CN209368854U CN201821963999.XU CN201821963999U CN209368854U CN 209368854 U CN209368854 U CN 209368854U CN 201821963999 U CN201821963999 U CN 201821963999U CN 209368854 U CN209368854 U CN 209368854U
- Authority
- CN
- China
- Prior art keywords
- foundation pit
- several
- water
- collecting device
- slope protection
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of foundation pit side-wall infiltration current-collecting devices, the present apparatus includes several soakaway trench, water header, several outlet pipes and several sumps, several soakaway trench intervals are embedded in foundation pit slope protection bottom and are communicated in the water header outside foundation pit slope protection, several outlet pipes connect water header by three-way connection interval, several sump intervals are set to outside foundation pit slope protection, and several outlet pipes are connected to several sumps.The present apparatus effectively solves foundation pit side-wall seepage problem, avoids the influence seeped water to pattern foundation pit supporting structure safety and infiltration to foundation pit ground, prevents security risk, it is ensured that the safe construction of foundation pit.
Description
Technical field
The utility model relates to civil construction project technical field more particularly to a kind of foundation pit side-wall infiltration current-collecting devices.
Background technique
Base pit engineering appears widely in architectural engineering, and pattern foundation pit supporting structure security relationship is smoothly implemented to engineering, because
Foundation pit side-wall, which seeps water, causes many insecurity factors to foundation pit supporting construction, and infiltration also will affect ground in foundation pit, and there are one
Fixed security risk.Sump, gutter can be arranged in bottom in usual foundation pit, but the way is mostly just for bright water, to base
Water extravasation does not act on substantially in the side wall soil of hole.
Summary of the invention
The technical problem to be solved by the utility model is to provide a kind of foundation pit side-wall infiltration current-collecting device, the present apparatus is effective
Foundation pit side-wall seepage problem is solved, the influence seeped water to pattern foundation pit supporting structure safety and infiltration to foundation pit ground is avoided, it is hidden to prevent safety
Suffer from, it is ensured that the safe construction of foundation pit.
In order to solve the above technical problems, the utility model foundation pit side-wall infiltration current-collecting device includes several soakaway trench, catchments
General pipeline, several outlet pipes and several sumps, several soakaway trench intervals are embedded in foundation pit slope protection bottom and are communicated in
The water header outside foundation pit slope protection, several outlet pipes connect the water header by three-way connection interval, described
Several sump intervals are set to outside foundation pit slope protection, and several outlet pipes are connected to several sumps.
Further, the infiltration tube wall opens up several water seepage holes, and the water seepage hole covers filter cloth.
Further, the present apparatus further includes water-stop glue band, and the water-stop glue band avoids the water seepage hole and is wound in the infiltration
Pipe outer wall.
Further, burial place of the soakaway trench in foundation pit slope protection is within the scope of the above 800mm of absolute altitude of foundation pit bottom.
Further, the spacing of several soakaway trench is 1.5~5m.
Further, the spacing of several outlet pipes and several sumps is 15~30m.
Since the utility model foundation pit side-wall infiltration current-collecting device uses above-mentioned technical proposal, i.e. the present apparatus includes several
Soakaway trench, water header, several outlet pipes and several sumps, several soakaway trench intervals are embedded in foundation pit slope protection bottom and company
The logical water header outside foundation pit slope protection, several outlet pipes connect water header, several sumps by three-way connection interval
Interval is set to outside foundation pit slope protection, and several outlet pipes are connected to several sumps.The present apparatus effectively solves foundation pit side-wall seepage problem, keeps away
Exempt from the influence seeped water to pattern foundation pit supporting structure safety and infiltration to foundation pit ground, prevents security risk, it is ensured that the safe construction of foundation pit.
Detailed description of the invention
The utility model is described in further detail with embodiment with reference to the accompanying drawing:
Fig. 1 is the utility model foundation pit side-wall infiltration current-collecting device structural schematic diagram；
Fig. 2 is the A-A direction view of Fig. 1.
Specific embodiment
Embodiment is as depicted in figs. 1 and 2, and the utility model foundation pit side-wall infiltration current-collecting device includes several soakaway trench 1, collection
Supply mains 2, several outlet pipes 3 and several sumps 4, several intervals of soakaway trench 1 are embedded in 5 bottom of foundation pit slope protection and company
The logical water header 2 outside foundation pit slope protection 5, several outlet pipes 3 described in the connection of three-way connection interval by catchmenting
General pipeline 2, several intervals of sump 4 are set to outside foundation pit slope protection 5, and several outlet pipes 3 are connected to several sumps 4.
Preferably, 1 tube wall of soakaway trench opens up several water seepage holes, and the water seepage hole covers filter cloth.
Preferably, the present apparatus further includes water-stop glue band, and the water-stop glue band avoids the water seepage hole and is wound in the infiltration
1 outer wall of pipe.
Preferably, burial place of the soakaway trench 1 in foundation pit slope protection is within the scope of the above 800mm of absolute altitude of foundation pit bottom.
Preferably, the spacing of several soakaway trench 1 is 1.5~5m.
Preferably, the spacing of several outlet pipes 3 and several sumps 4 is 15~30m.
In the present apparatus, pvc pipe is can be used in soakaway trench and water header, does not do concrete shield on earth in foundation pit slope protection excavation
When wall, aperture makes soakaway trench on pvc pipe, and the filter cloth of good water permeability is wrapped up on the outside of water seepage hole, prevents soil from entering in pipe
Influence infiltration effect；Water-stop glue band is wound on the outside of the pore-forming of pipe before embedded soakaway trench, is constructed and is completed in foundation pit concrete guard wall
After effectively water can be prevented to ooze out outside tube wall；Soakaway trench interval is embedded in foundation pit slope protection, has been poured to foundation pit concrete guard wall
At and after concrete guard wall reaches some strength, soakaway trench is connect with water header using three-way connection；Water header is every
One outlet pipe is set every 15~30m and is connected to sump, water pump outlet is set in sump.
The present apparatus carries out water conservancy diversion discharge using soakaway trench and water header, effectively for situation is seeped in the outer water of foundation pit side-wall
Influence of the infiltration to foundation pit retaining wall safety and infiltration to foundation pit ground is solved, to prevent security risk, it is ensured that the safety of foundation pit
Construction.
Claims (6)
- The current-collecting device 1. a kind of foundation pit side-wall seeps water, it is characterised in that: the present apparatus includes several soakaway trench, water header, several Outlet pipe and several sumps, several soakaway trench intervals are embedded in foundation pit slope protection bottom and are communicated in outside foundation pit slope protection The water header, several outlet pipes connect the water header, several sumps by three-way connection interval Interval is set to outside foundation pit slope protection, and several outlet pipes are connected to several sumps.
- The current-collecting device 2. foundation pit side-wall according to claim 1 seeps water, it is characterised in that: if the infiltration tube wall opens up Dry water seepage hole, the water seepage hole cover filter cloth.
- The current-collecting device 3. foundation pit side-wall according to claim 2 seeps water, it is characterised in that: the present apparatus further includes water-stop glue Band, the water-stop glue band avoid the water seepage hole and are wound in the infiltration pipe outer wall.
- The current-collecting device 4. foundation pit side-wall according to claim 1,2 or 3 seeps water, it is characterised in that: the soakaway trench is in base The burial place in slope protection is cheated within the scope of the above 800mm of absolute altitude of foundation pit bottom.
- The current-collecting device 5. foundation pit side-wall according to claim 1,2 or 3 seeps water, it is characterised in that: several soakaway trench Spacing be 1.5~5m.
- The current-collecting device 6. foundation pit side-wall according to claim 1,2 or 3 seeps water, it is characterised in that: several outlet pipes Spacing with several sumps is 15~30m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821963999.XU CN209368854U (en) | 2018-11-27 | 2018-11-27 | Foundation pit side-wall infiltration current-collecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821963999.XU CN209368854U (en) | 2018-11-27 | 2018-11-27 | Foundation pit side-wall infiltration current-collecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209368854U true CN209368854U (en) | 2019-09-10 |
Family
ID=67833912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821963999.XU Active CN209368854U (en) | 2018-11-27 | 2018-11-27 | Foundation pit side-wall infiltration current-collecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209368854U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142452A (en) * | 2022-06-14 | 2022-10-04 | 中国建筑第八工程局有限公司 | Foundation pit dewatering method for rock stratum geology |
-
2018
- 2018-11-27 CN CN201821963999.XU patent/CN209368854U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142452A (en) * | 2022-06-14 | 2022-10-04 | 中国建筑第八工程局有限公司 | Foundation pit dewatering method for rock stratum geology |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203569576U (en) | Plastic-row anti-sliding type light well point pipe | |
| WO2018036317A1 (en) | Water collecting and draining system, and construction method thereof | |
| CN102383437A (en) | Well point positioned pumping tubular well and well point positioned pumping method | |
| CN209368854U (en) | Foundation pit side-wall infiltration current-collecting device | |
| CN205444395U (en) | Be equipped with drain pipe in hole of permeating water on pipe wall | |
| CN106968227B (en) | Maintenance arrangement structure and maintenance method of permanent plugs of diversion tunnel of high arch dam | |
| CN203603127U (en) | Check valve type drainage system for underground water in channel | |
| CN104805873A (en) | Multi-defense line type anti-floating system capable of monitoring release of water pressure of basement | |
| CN204418194U (en) | For high water-permeability layer of sand foundation pit dewatering device | |
| CN207331931U (en) | A kind of water seepage prevention floor drain | |
| CN216075198U (en) | Foundation pit side wall leakage plugging device | |
| CN106638641B (en) | Base pit dewatering well structure and its construction method | |
| CN101812846B (en) | Drainage structure of upstream wall of shore type hydropower station workshop and construction method thereof | |
| CN204644998U (en) | A kind of light and shade double-decker gutter | |
| CN210122706U (en) | Check dam structure of hydraulic and hydroelectric engineering | |
| CN103696485B (en) | A kind of nuclear island drainage device | |
| CN209702332U (en) | A kind of buried under earth type sewage treatment equipment | |
| CN208996003U (en) | Power station outlet vertical shaft with discharge structure | |
| CN208395840U (en) | Basement sump pit preventive drainage device | |
| CN206279548U (en) | A kind of base pit dewatering well crosses water pipe safeguard structure | |
| CN206090450U (en) | Sponge basin penetrant unit | |
| CN206941573U (en) | Artificial digging pile | |
| CN206279547U (en) | Base pit dewatering well structure | |
| CN204921033U (en) | A prevent drainage system for tunnel just props up construction stage | |
| CN101509250A (en) | Seep guide apparatus for automatically removing water in soil |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |