CN201137209Y - Underground drainage device - Google Patents
Underground drainage device Download PDFInfo
- Publication number
- CN201137209Y CN201137209Y CNU2007201955814U CN200720195581U CN201137209Y CN 201137209 Y CN201137209 Y CN 201137209Y CN U2007201955814 U CNU2007201955814 U CN U2007201955814U CN 200720195581 U CN200720195581 U CN 200720195581U CN 201137209 Y CN201137209 Y CN 201137209Y
- Authority
- CN
- China
- Prior art keywords
- water discharge
- silt
- pipes
- water
- discharge pipes
- 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
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a water discharge device for basements and traffic lanes. Water discharge pipes are arranged under the ground surface, floor drains perpendicularly communicated with the water discharge pipes are disposed on the ground surface, and the positions opposite to the floor drain openings at the bottom of the water discharge pipes are provided with silt cleaning barrel jackets which can contain silt cleaning barrels. The water discharge device for basements and traffic lanes has the advantages that drainage trenches are replaced with water discharge pipes, floor drains and external water pipes are arranged according to on-site flat drainage direction and water discharge amount. Excess surface water flows towards the floor drains, enters water discharge pipes embedded in base plates and is discharged by the water discharge pipes. Silt enters the floor drains and settles in the silt barrels, and settled clean water is discharged along horizontal pipes with a grade of slope, and the silt cleaning barrels can be pulled out to be cleaned regularly. The water discharge device is directly embedded in reinforced concrete, and many procedures with trivial details are reduced.
Description
Technical field
The utility model relates to a kind of underdrainage device, and specifically a kind of construction is simpler, clears up easier underdrainage device.
Background technology
What in the construction work at present all be that the designing and arranging ditch adopts is the steel concrete gutter.
Wherein Fig. 1 and Fig. 2 are the modal form of prior art, by figure defective and the problem of finding out its existence very directly perceived.
The configuration aspects shortcoming:
1, structure construction time construction is complicated, and especially reinforced bar engineering and form work engineering are time-consuming
2, the place, ditch has increased a large amount of reinforcing bars, causes significant wastage.
3, the ditch will be done waterproofing work, base treatment and be looked for the slope to handle.
4, the ditch cover plate must be set.
Building aspect shortcoming:
1, the floor leveling of limes marginis is directly worked very difficultly, causes the limes marginis impression quality poor.
2, the angle of limes marginis is easily impaired, causes to lack stupefied unfilled corner.
3, as adopting Zhuan Gou to reach the seepage that easily causes water.
4, the ditch drainage grade is difficult for grasping, and causes ponding easily.
The utility model content
Technical problem to be solved of the present utility model is at the prior art weak point, and a kind of underdrainage device is provided, and has solved existing defective and problem in the prior art.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of underdrainage device, gutter is set below the face of land, described ground surface is provided with the floor drain with the gutter vertical connection, but the bottom of described gutter and the position relative with the ground leak are provided with the silt cleaning casing of silt sediment.
The bung of described silt cleaning bucket is provided with handle, is convenient to propose cleaning.
Described dewatering installation can adopt the direct Embedment Construction of sewer pipe material.
Described dewatering installation can adopt sewer pipe material connector to connect, and it is very convenient to change the direction and the gradient.
A kind of underdrainage device of the present utility model is compared with prior art, has following beneficial effect:
The beneficial effects of the utility model are, utilize the drainage pipe device to replace the gutter, determine according to on-the-spot plane and displacement: draining mouth of pipe quantity and drainage pipe diameter; Arrange the drainage direction gradient.Silt will be deposited in the silt bucket after ponding enters floor drain, and the clear water of post precipitation will be discharged along the horizontal tube that is provided with the gradient.Silt can regularly propose cleaning in the mud silt bucket.
The advantage that is embodied:
1, cheap economical rationality;
2, operations such as formwork, ditch additional bar colligation have been deducted;
3, need not the ditch cover plate;
4, do not possess mosquito and grow condition;
5, need not take waterproof measure;
6, do not increase amount of reinforcement;
7, the cleaning of rubbish thing is convenient;
8, drainage grade, move towards control very easy.
9, impression is good.
Description of drawings
Accompanying drawing 1 is the structural representation of wherein a kind of dewatering installation of the prior art;
Accompanying drawing 2 is the structural representation of another dewatering installation of the prior art;
Accompanying drawing 3 is a kind of underdrainage device longitudinal profile structural representation of the present utility model;
Accompanying drawing 4 is a kind of underdrainage device lateral cross-sectional view of the present utility model;
Accompanying drawing 5 is the structural representation of the silt cleaning bucket of a kind of underdrainage device of the present utility model.
The specific embodiment
Next explain below with reference to Figure of description a kind of underdrainage device of the present utility model being done.
A kind of underdrainage device of the present utility model is provided with gutter 3 below 1 on the face of land, described vertical well casing 5 links with gutter 3 crosses, and described floor drain 2 is placed in the vertical well casing 5, and described silt cleaning bucket 4 is mounted in the well casing 5.
The bung of described silt cleaning bucket 4 is established lifting handle 6, is convenient to carry cleaning silt 7.
Described gutter 3 can adopt the direct Embedment Construction of sewer pipe material.
Described silt bucket 4 adopts tin plate to make.
Its method of operating is carried out as follows:
Pipeline blanking processing is carried out pipe alignment according to design attitude; Piping erection; Carrying out pipeline fixes; Check the gradient; The test of trying the water is guaranteed water-tight; Build bottom board concrete; Building is looked for the hillside fields face; Lay the cleaning bucket; Floor drain is installed; Daily cleaning.
Claims (4)
1, a kind of underdrainage device, it is characterized in that: gutter is set below the face of land, described ground surface is provided with the floor drain with the gutter vertical connection, but the bottom of described gutter and the position relative with the ground leak are provided with the silt cleaning casing of silt sediment.
2, a kind of underdrainage device according to claim 1 is characterized in that: described silt cleaning bucket is provided with lifting handle.
3, a kind of underdrainage device according to claim 1 and 2 is characterized in that: the direct Embedment Construction of described gutter.
4, a kind of underdrainage device according to claim 3 is characterized in that: described gutter connects by various change directions and gradient connector.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007201955814U CN201137209Y (en) | 2007-11-05 | 2007-11-05 | Underground drainage device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007201955814U CN201137209Y (en) | 2007-11-05 | 2007-11-05 | Underground drainage device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201137209Y true CN201137209Y (en) | 2008-10-22 |
Family
ID=40037895
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2007201955814U Expired - Fee Related CN201137209Y (en) | 2007-11-05 | 2007-11-05 | Underground drainage device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201137209Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104790503A (en) * | 2015-04-27 | 2015-07-22 | 陈烁 | Water drain pipe capable of preventing mosquitoes and flies |
CN104895171A (en) * | 2015-05-18 | 2015-09-09 | 陈烁 | Terrace drain pipe |
CN107512796A (en) * | 2017-08-30 | 2017-12-26 | 中国恩菲工程技术有限公司 | Mine down-hole continuous drainage sludge drainage system |
CN111851201A (en) * | 2019-04-29 | 2020-10-30 | 上海三彩科技发展有限公司 | Construction method for replacing drainage ditch with floor drain in hollow terrace |
CN112502195A (en) * | 2019-09-16 | 2021-03-16 | 上海三彩科技发展有限公司 | Manufacturing and mounting method for pre-buried floor drain in structural bottom plate |
-
2007
- 2007-11-05 CN CNU2007201955814U patent/CN201137209Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104790503A (en) * | 2015-04-27 | 2015-07-22 | 陈烁 | Water drain pipe capable of preventing mosquitoes and flies |
CN104895171A (en) * | 2015-05-18 | 2015-09-09 | 陈烁 | Terrace drain pipe |
CN107512796A (en) * | 2017-08-30 | 2017-12-26 | 中国恩菲工程技术有限公司 | Mine down-hole continuous drainage sludge drainage system |
CN111851201A (en) * | 2019-04-29 | 2020-10-30 | 上海三彩科技发展有限公司 | Construction method for replacing drainage ditch with floor drain in hollow terrace |
CN112502195A (en) * | 2019-09-16 | 2021-03-16 | 上海三彩科技发展有限公司 | Manufacturing and mounting method for pre-buried floor drain in structural bottom plate |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102418347B (en) | Drainage construction method for blind drain and sump wells in deep foundation pit | |
CN203947484U (en) | Foundation pit drainage and circulating water utilization system | |
CN103046565B (en) | Draining method for ultra-deep batholith deep foundation pit | |
CN202369968U (en) | Assembled water drainage box culvert | |
CN103741714A (en) | Full-cover excavation top-down construction method for underground engineering | |
CN203213095U (en) | Underground water supply and drainage building anti-floating structure | |
CN201137209Y (en) | Underground drainage device | |
CN208280161U (en) | The compound retaining wall structure of antifouling type reinforcement pervious concrete | |
CN106592756A (en) | Karst region step-type basement water drainage structure and construction method thereof | |
CN1928272A (en) | Linear contacting water-collecting device | |
CN202247920U (en) | Construction structure for water drainage of blind ditch and water collecting wells in deep foundation pit | |
CN203049630U (en) | Building foundation slab waterproof system | |
CN206529795U (en) | A kind of municipal comprehensive pipeline passage of assembled | |
CN106498981A (en) | A kind of brick type municipal administration comprehensive pipeline passage and its construction method | |
CN215669618U (en) | Waterproof structure of underground continuous wall | |
CN206477382U (en) | Rainwater recycle comprehensively utilizes structure | |
CN101603299B (en) | Broken line type dam joint structure and construction method thereof | |
CN205062744U (en) | Half gravity type two -stage view anti -flood wall on half cantilever | |
CN210151776U (en) | Structure of balance weight type retaining wall | |
CN209873496U (en) | Highway evaporation structure | |
CN210140780U (en) | Anti-clogging ecological permeable box culvert | |
CN202369996U (en) | Water-draining sealing device for foundation pit | |
CN106703157B (en) | Construction method of rainwater recycling and comprehensive utilizing structure | |
CN207760928U (en) | High-rise building roof sponge gardens rainwater collection circulation system | |
CN202055256U (en) | Concentrated water diversion and drainage device for large-area water seepage slope surface |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081022 Termination date: 20091207 |