CN104805855A - Drainage device - Google Patents
Drainage device Download PDFInfo
- Publication number
- CN104805855A CN104805855A CN201510086756.7A CN201510086756A CN104805855A CN 104805855 A CN104805855 A CN 104805855A CN 201510086756 A CN201510086756 A CN 201510086756A CN 104805855 A CN104805855 A CN 104805855A
- Authority
- CN
- China
- Prior art keywords
- water storage
- storage device
- water pump
- water
- base
- 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.)
- Pending
Links
Landscapes
- Sewage (AREA)
Abstract
The invention discloses a drainage device. The drainage device comprises a pressure device; the bottom of the pressure device is provided with a pressure pipe; the top of the pressure pipe extends into the pressure device; the bottom of the pressure pipe is located on a base; the pressure pipe is provided with a water pump; the water pump is detachably connected with the pressure pipe; a connecting pipe is horizontally arranged on the water pump in a penetrating mode; each end of the connecting pipe extends into a water storage device; the connecting pipe is communicated and connected with the two water storage devices; the bottom of each water storage device is fixed on the base; the bottom of each water storage device extends into the base; the inner bottom surface of each water storage device is provided with a speed reduction device, wherein a waterproof casing wraps each speed reduction device; each speed reduction device is electrically connected with the water pump. According to the drainage device, the traditional construction method is broken through, the water surging in the process of initial setting of concrete is eliminated, the effect of the underground water on basement floors is effectively reduced to zero, the waterproof and drainage requirements under different conditions can be met, and accordingly the subsequent construction quality is ensured.
Description
Technical field
The present invention relates to a kind of drainage, particularly a kind of dewatering installation.
Background technology
Along with the development of urban construction, adjacent building spacing is more and more less, basement in high rise building construction period, deep foundation ditch large area well point is taked to have influence on adjacent architectural foundation settlement, easily cause the out-wall crack even situation of building member fracture, therefore can only arrange gutter on foundation ditch top, hole end surrounding arranges open drain, keep at a certain distance away and collecting well is set, after sedimentation basin precipitation, enter municipal Storm Sewer Network.But general discharge structure drainage performance cannot reach optimum efficiency, easily produces clogging, and pump rotary speed is unstable, likely affects its drainage performance, especially after large-area precipitation, general dewatering installation cannot carry out draining fast.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, there is provided a kind of and breach traditional construction method, stop to occur swelling phenomenon in concrete initial set process, effectively base plate impact in room under Groundwater is reduced to zero, the dewatering installation of the demand of water-proof drainage under different situations can be met.
To achieve these goals, the technical solution used in the present invention is such: dewatering installation of the present invention, comprise pressure apparatus, a force pipe is provided with bottom pressure apparatus, force pipe top extends in pressure apparatus, be positioned on a base bottom it, force pipe is provided with water pump, removably connect between water pump and force pipe, water pump is laterally equipped with tube connector, tube connector two ends extend in a water storage device respectively, and be connected between tube connector and water storage device, be fixed on bottom water storage device on base, extend in bottom water storage device in base, and two water storage device inner bottom surfaces are all provided with deceleration device, deceleration device is coated with waterproof case, be electrically connected between deceleration device with water pump.
Further, as a kind of concrete form of structure, in water storage device of the present invention, hydraulic controller is provided with.
Further, as a kind of concrete form of structure, force pipe of the present invention adopts flexible material to make.
Further, as a kind of concrete form of structure, in water pump of the present invention, moving runner is installed.
Further, as a kind of concrete form of structure, the built-in deboost axle of deceleration device of the present invention.
Further, as a kind of concrete form of structure, tube connector of the present invention adopts a reinforced pipe structure.
Compared with prior art, the invention has the advantages that: this dewatering installation breaches traditional construction method, stop to occur swelling phenomenon in concrete initial set process, effectively base plate impact in room under Groundwater is reduced to zero, the demand of water-proof drainage under different situations can be met, thus ensure that follow-up Construction Quality.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. pressure apparatus; 2. force pipe; 3. water storage device; 4. water pump; 5. tube connector; 6. base; 7. deceleration device.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of dewatering installation of the present invention as shown in Figure 1, comprise pressure apparatus 1, a force pipe 2 is provided with bottom pressure apparatus 1, force pipe 2 top extends in pressure apparatus 1, be positioned on a base 6 bottom it, force pipe 2 is provided with water pump 4, removably connect between water pump 4 and force pipe 2, water pump 4 is laterally equipped with tube connector 5, tube connector 5 two ends extend in a water storage device 3 respectively, and be connected between tube connector 5 and water storage device 3, be fixed on base 6 bottom water storage device 3, extend in base 6 bottom water storage device 3, and two water storage device 3 inner bottom surfaces are all provided with deceleration device 7, deceleration device 7 is coated with waterproof case, be electrically connected between deceleration device 7 with water pump 4, hydraulic controller is provided with in described water storage device 3, described force pipe 2 adopts flexible material to make, in described water pump 4, moving runner is installed, the built-in deboost axle of described deceleration device 7, described tube connector 5 adopts a reinforced pipe structure.
Dewatering installation of the present invention breaches traditional construction method, stop to occur swelling phenomenon in concrete initial set process, effectively base plate impact in room under Groundwater is reduced to zero, the demand of water-proof drainage under different situations can be met, thus ensure that follow-up Construction Quality.Be provided with hydraulic controller in described water storage device 3, have hydraulic performance concurrently; Described force pipe 2 adopts flexible material to make, and uses convenient; In described water pump 4, moving runner is installed, improves the functional performance of water pump 4; The built-in deboost axle of described deceleration device 7, improves deceleration; Described tube connector 5 adopts a reinforced pipe structure, and connectivity is good, is not easily damaged.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a dewatering installation, comprise pressure apparatus, it is characterized in that: bottom pressure apparatus, be provided with a force pipe, force pipe top extends in pressure apparatus, be positioned on a base bottom it, force pipe is provided with water pump, removably connect between water pump and force pipe, water pump is laterally equipped with tube connector, tube connector two ends extend in a water storage device respectively, and be connected between tube connector and water storage device, be fixed on bottom water storage device on base, extend in bottom water storage device in base, and two water storage device inner bottom surfaces are all provided with deceleration device, deceleration device is coated with waterproof case, be electrically connected between deceleration device with water pump.
2. dewatering installation according to claim 1, is characterized in that: be provided with hydraulic controller in described water storage device.
3. dewatering installation according to claim 1, is characterized in that: described force pipe adopts flexible material to make.
4. dewatering installation according to claim 1, is characterized in that: be provided with moving runner in described water pump.
5. dewatering installation according to claim 1, is characterized in that: the built-in deboost axle of described deceleration device.
6. dewatering installation according to claim 1, is characterized in that: described tube connector adopts a reinforced pipe structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510086756.7A CN104805855A (en) | 2015-02-25 | 2015-02-25 | Drainage device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510086756.7A CN104805855A (en) | 2015-02-25 | 2015-02-25 | Drainage device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104805855A true CN104805855A (en) | 2015-07-29 |
Family
ID=53691024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510086756.7A Pending CN104805855A (en) | 2015-02-25 | 2015-02-25 | Drainage device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104805855A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006265964A (en) * | 2005-03-24 | 2006-10-05 | Shimizu Corp | Drainage treatment method |
| CN101250879A (en) * | 2008-04-01 | 2008-08-27 | 中国第一冶金建设有限责任公司 | Method for processing bottom solum trickleing water of deep building pit |
| CN102433886A (en) * | 2011-09-27 | 2012-05-02 | 天津住宅集团建设工程总承包有限公司 | Construction method for adding water lowering well in water collecting well |
| CN102535488A (en) * | 2012-03-13 | 2012-07-04 | 广东中城建设集团有限公司 | Waterproof construction method and system for bottom plate of high-water-level basement |
| CN204645066U (en) * | 2015-02-25 | 2015-09-16 | 成都格瑞思文化传播有限公司 | Dewatering installation |
-
2015
- 2015-02-25 CN CN201510086756.7A patent/CN104805855A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006265964A (en) * | 2005-03-24 | 2006-10-05 | Shimizu Corp | Drainage treatment method |
| CN101250879A (en) * | 2008-04-01 | 2008-08-27 | 中国第一冶金建设有限责任公司 | Method for processing bottom solum trickleing water of deep building pit |
| CN102433886A (en) * | 2011-09-27 | 2012-05-02 | 天津住宅集团建设工程总承包有限公司 | Construction method for adding water lowering well in water collecting well |
| CN102535488A (en) * | 2012-03-13 | 2012-07-04 | 广东中城建设集团有限公司 | Waterproof construction method and system for bottom plate of high-water-level basement |
| CN204645066U (en) * | 2015-02-25 | 2015-09-16 | 成都格瑞思文化传播有限公司 | Dewatering installation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203947484U (en) | A kind of drainage of foundation pit and circulating water utilization system | |
| CN102418347A (en) | Drainage construction method for blind drain and sump wells in deep foundation pit | |
| CN202227357U (en) | Water-reducing tube well structure | |
| CN104234089B (en) | The construction method that a kind of basement guarded drainage combines | |
| CN205954648U (en) | Light well point precipitation device | |
| CN204080839U (en) | A kind of Yield rainfall relation device | |
| CN203878651U (en) | Vertical deep rainwater storage and collection system | |
| CN204645066U (en) | Dewatering installation | |
| CN105569063A (en) | Collecting and utilizing method for underground water on periphery of basement retaining wall and water collecting structure | |
| CN201679008U (en) | Rigid water drainage device for foundation pit | |
| CN205224063U (en) | High -efficient precipitation device of hypotonicity clay | |
| CN205012325U (en) | Prefabricated precipitation tubular pile in building foundation | |
| CN104018548A (en) | Vertical deep-layer rainwater regulation, storage and collection system | |
| CN204418194U (en) | For high water-permeability layer of sand foundation pit dewatering device | |
| CN203022015U (en) | Foundation raft bottom partial deep foundation pit dewatering device | |
| CN206956917U (en) | A kind of automatically cleaning pumping plant base for collecting sludge certainly | |
| CN104805855A (en) | Drainage device | |
| CN110185051A (en) | Deep narrow excavation water discharge method | |
| CN101812846B (en) | Drainage structure of upstream wall of shore type hydropower station workshop and construction method thereof | |
| CN204608811U (en) | Ultra-deep-water position drop and drainage structure | |
| CN204447424U (en) | A kind of architectural engineering groundwater treatment and reclamation set | |
| CN202000379U (en) | Blocking device for reserved port on bottom plate of basement | |
| CN203795512U (en) | Rainwater recycling device | |
| CN114775666A (en) | Control structure of bottom plate water pressure in deep basal pit foundation pit bottom plate construction | |
| CN211006723U (en) | Drainage structures of precipitation well |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150729 |