CN202055256U - Concentrated water diversion and drainage device for large-area water seepage slope surface - Google Patents
Concentrated water diversion and drainage device for large-area water seepage slope surface Download PDFInfo
- Publication number
- CN202055256U CN202055256U CN2011201336079U CN201120133607U CN202055256U CN 202055256 U CN202055256 U CN 202055256U CN 2011201336079 U CN2011201336079 U CN 2011201336079U CN 201120133607 U CN201120133607 U CN 201120133607U CN 202055256 U CN202055256 U CN 202055256U
- Authority
- CN
- China
- Prior art keywords
- water
- communicated
- slope surface
- area
- seepage
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model discloses a concentrated water diversion and drainage device for a large-area water seepage slope surface. A water collecting main pipe is communicated with the tail ends of a plurality of branch pipes; the lower end of each branch pipe is provided with a valve; the upper end of each branch pipe is communicated with a floral pipe which is embedded into a drilling hole at the water seepage position on the slope surface; and one end of the water collecting main pipe is communicated with a water collecting tank. In the concentrated water diversion and drainage device for the large-area water seepage slope surface, a plurality of branch pipes which are communicated with the floral pipe in the drilling hole at the water seepage position on the slope surface are arranged, the branch pipes are communicated with the water collecting main pipe, and the water collecting main pipe is communicated with the water collecting tank, so that large-area seepage water on a basic slope surface is diverted and drained into the water collecting tank in a concentrating way, the drainage problem of large-area water seepage on the basic slope surface is solved, the large-area seepage water on the basic slope surface can be diverted and drained in a concentrating way, dry construction environmental conditions are created for concrete pouring, the interference of construction is reduced, and the concrete pouring quality is ensured.
Description
Technical field
The utility model relates to a kind of dewatering installation, especially a kind of large tracts of land domatic concentrated ejectment water device that seeps water.
Background technology
Occur at the building foundation face with certain slope under the situation of large tracts of land infiltration, the concreting construction is extremely inconvenient, also influences concrete pouring quality simultaneously.Adopt common layout multiple spot, the many pumps mode of drawing water, not only operation is extremely inconvenient, and cost is higher, and disturbs very big to subsequent handling.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of large tracts of land domatic concentrated ejectment water device that seeps water, solved the drainage problem of basic domatic large tracts of land infiltration, to the ambient conditions of concreting creation dry work, having reduced construction and having disturbed, guaranteed concrete pouring quality.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: a kind of large tracts of land domatic concentrated ejectment water device that seeps water, catchment to be responsible for and be communicated with the end of many arms, the lower end of arm is provided with valve, the upper end of arm is communicated with the domatic floral tube of burying underground in the boring in rises of going up, and the person in charge's one end that catchments is communicated with header tank.
Catchment to be responsible for and be in tilted layout to header tank one end.
The end that the person in charge that catchments stretches into header tank is provided with person in charge's valve.
The large tracts of land that the utility model the provides domatic concentrated ejectment water device that seeps water, because by laying the many arms that are communicated with the domatic interior floral tube of boring of going up the rises, arm is communicated with the person in charge that catchments, catchment to be responsible for and be communicated with header tank, thereby the large tracts of land that the basis is domatic infiltration concentrates ejectment in header tank, solved the drainage problem of basic domatic large tracts of land infiltration, large tracts of land infiltration that can the basis is domatic concentrates ejectment to go out, create the ambient conditions of dry work to concreting, reduce construction and disturbed, also guaranteed concrete pouring quality.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples:
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is that the A-A of the utility model Fig. 1 is to sectional view.
The specific embodiment
As depicted in figs. 1 and 2, a kind of large tracts of land domatic concentrated ejectment water device that seeps water catchments and is responsible for 1 and is communicated with the end of many arms 2, and the lower end of arm 2 is provided with valve 3, the upper end of arm 2 is communicated with the domatic floral tube of burying underground in the boring in rises 5 of going up, and the person in charge's 1 one ends that catchment are communicated with header tank 4.
Catchment and be responsible for 1 and be in tilted layout to header tank 4 one ends.
The person in charge's 1 end that stretches into header tank 4 that catchments is provided with is responsible for valve 6.
Installation of the present utility model and use are as follows:
1, domatic infiltration point place holes on the basis earlier, and (diameter 76~91mm), boring 7 (or slightly is no more than 5 to updip for lateral aperture
0Uphole), its degree of depth 3~5m, the boring back that finishes divides into the floral tube 5 of diameter 60mm in the hole, the aperture section of floral tube 5 is tightened with the cotton yarn sealing in order to avoid seep water and flow out along borehole wall.
2, catchment and be responsible for 1 and adopt the DN400 steel pipe, be arranged in domatic lower, and be in tilted layout, so that infiltration is compiled in the header tank 4 that drains into lowest part to header tank 4 one ends.
3, arm 2 adopts DN80~100 steel pipes, and many arms 2 are connected to catchment from floral tube 5 apertures in the boring to be responsible on 1.The water of floral tube 5 enters to catchment by arm 2 and is responsible for 1 in the hole.
4, after concreting completion, can catchment certainly to the pipeline internal cavity and to be responsible for 1 exit to adopt water ash weight ratio be that the dense cement paste backfill of 0.5:1 is closely knit.
Claims (3)
1. a large tracts of land domatic concentrated ejectment water device that seeps water, it is characterized in that: the person in charge (1) that catchments is communicated with the end of many arms (2), the lower end of arm (2) is provided with valve (3), the upper end of arm (2) is communicated with the domatic floral tube of burying underground in the boring in rises (5) of going up, and the person in charge's (1) one end that catchments is communicated with header tank (4).
2. the large tracts of land according to claim 1 domatic concentrated ejectment water device that seeps water, it is characterized in that: the person in charge (1) that catchments is in tilted layout to header tank (4) one ends.
3. the large tracts of land according to claim 1 and 2 domatic concentrated ejectment water device that seeps water is characterized in that: the end that the person in charge (1) that catchments stretches into header tank (4) is provided with is responsible for valve (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201336079U CN202055256U (en) | 2011-04-29 | 2011-04-29 | Concentrated water diversion and drainage device for large-area water seepage slope surface |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201336079U CN202055256U (en) | 2011-04-29 | 2011-04-29 | Concentrated water diversion and drainage device for large-area water seepage slope surface |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202055256U true CN202055256U (en) | 2011-11-30 |
Family
ID=45015233
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011201336079U Expired - Fee Related CN202055256U (en) | 2011-04-29 | 2011-04-29 | Concentrated water diversion and drainage device for large-area water seepage slope surface |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202055256U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103774680A (en) * | 2014-02-18 | 2014-05-07 | 中国十九冶集团有限公司 | Directional diversion drainage method and device for large area water seepage of deep base pit slope supporting body |
CN106088122A (en) * | 2016-06-03 | 2016-11-09 | 华能伊敏煤电有限责任公司 | Opencut end side infiltration step cuts the comprehensive processing method of row |
-
2011
- 2011-04-29 CN CN2011201336079U patent/CN202055256U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103774680A (en) * | 2014-02-18 | 2014-05-07 | 中国十九冶集团有限公司 | Directional diversion drainage method and device for large area water seepage of deep base pit slope supporting body |
CN103774680B (en) * | 2014-02-18 | 2016-04-13 | 中国十九冶集团有限公司 | Slope Supporting of Deep Excavation body large area infiltration directional stream-guidance water discharge method |
CN106088122A (en) * | 2016-06-03 | 2016-11-09 | 华能伊敏煤电有限责任公司 | Opencut end side infiltration step cuts the comprehensive processing method of row |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203947484U (en) | A kind of drainage of foundation pit and circulating water utilization system | |
CN105586859B (en) | Integral irrigation and drainage pipe system of saline-alkali soil farmland and construction method | |
CN105178289A (en) | Prefabricated downcast pipe pile in building foundation pit and use method thereof | |
CN202227357U (en) | Water-reducing tube well structure | |
CN104499560A (en) | Combined rainwater seepage well and construction method | |
CN104452650B (en) | A kind of lake water shunting irrigation system | |
CN205954648U (en) | Light well point precipitation device | |
CN206204972U (en) | A kind of prefabricated tubular pile as well-points dewatering | |
CN108035423A (en) | Potential energy pressurization rainwater row for sponge city stores system and method | |
CN202055256U (en) | Concentrated water diversion and drainage device for large-area water seepage slope surface | |
CN205012325U (en) | Prefabricated precipitation tubular pile in building foundation | |
CN201679008U (en) | Rigid water drainage device for foundation pit | |
CN203716273U (en) | Multifunctional ecological draining gutter | |
CN202000365U (en) | Seepage-proof structure for underground continuous wall | |
CN203757177U (en) | Mud sand sludge area manual pipe jacking construction device | |
CN104712000A (en) | Pressure reduction and water drainage system under ultra-deep underground space structure bottom plate | |
CN101812846B (en) | Drainage structure of upstream wall of shore type hydropower station workshop and construction method thereof | |
CN206220172U (en) | Tubular type diversion pumping plant | |
CN205134332U (en) | Municipal administration delivery pipeline hole groove supporting construction | |
CN204510291U (en) | Reduce pressure under a kind of ultra-deep underground space structure base plate drainage system | |
CN204311551U (en) | Combined rainwater seepage well | |
CN208778855U (en) | A kind of aerial jet chimney stake formula bracket | |
CN201649110U (en) | Drainage structure for wall at hydropower station shore-type plant upstream | |
CN201738429U (en) | Drainage inspection well | |
CN210491875U (en) | Energy-saving big-arch shelter |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111130 Termination date: 20200429 |