CN112196076A - Shallow formula job site drainage device that buries of case permeates water - Google Patents
Shallow formula job site drainage device that buries of case permeates water Download PDFInfo
- Publication number
- CN112196076A CN112196076A CN202011008713.4A CN202011008713A CN112196076A CN 112196076 A CN112196076 A CN 112196076A CN 202011008713 A CN202011008713 A CN 202011008713A CN 112196076 A CN112196076 A CN 112196076A
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- water
- permeable
- tank
- suction pump
- water permeable
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/105—Accessories, e.g. flow regulators or cleaning devices
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention provides a permeable box shallow-buried type construction site drainage device which comprises a permeable box, a water suction pump, a drainage pipe and a water collection depression obtained after earth and stones on a construction site are excavated, wherein the lower end of the permeable box is placed in the water collection depression, the relative height between the end surface of the upper end of the permeable box and the edge of the water collection depression is not less than zero, a plurality of permeable holes are formed in the periphery of the permeable box, a ball float valve is installed inside the permeable box, the water suction pump is placed in the permeable box, the input end of the water suction pump is communicated with the inner space of the permeable box, the output end of the water suction pump is communicated with one end of the drainage pipe, the other end of the drainage pipe extends out of the permeable box. By adopting the technical scheme, the steel permeable water tank plays a role in supporting the water collecting depression, can be repeatedly used for many times, realizes automatic pumping and discharging of underground water, can prevent the water suction pump from pumping too much air to influence the service performance of the water suction pump when the water quantity is insufficient, and prevents the water suction pump from being damaged.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a permeable box shallow-buried type construction site drainage device.
Background
In construction works, particularly in large-area construction works, site drainage is an important content as site level management. The general drainage method basically adopts open cut drainage ditches and water collecting wells, brick drainage ditches and water collecting wells and the like: although the open cut method is simple and economical, soil channels are easy to block everywhere, and the standardized management and civilized construction requirements of a construction site are not facilitated; although the brick laying method is favorable for standardized management, the brick laying method is basically one-time cost input and use, cannot be reused, is not favorable for construction cost saving, is not economical and practical, and in addition, earthwork collapse accidents easily occur in open cut water collecting wells to influence the drainage function of the water collecting wells.
Disclosure of Invention
In order to solve the technical problem, the invention provides a permeable box shallow-buried type construction site drainage device.
The invention is realized by the following technical scheme.
The invention provides a permeable box shallow-buried type construction site drainage device which comprises a permeable box, a water suction pump, a drainage pipe and a water collection pit obtained after earth and stones on a construction site are excavated, wherein the lower end of the permeable box is placed in the water collection pit, the relative height between the upper end surface of the permeable box and the edge of the water collection pit is not less than zero, a plurality of permeable holes are formed in the periphery of the permeable box, a ball float valve is arranged in the permeable box, the water suction pump is placed in the permeable box, the input end of the water suction pump is communicated with the inner space of the permeable box, the output end of the water suction pump is communicated with one end of the drainage pipe, the other end of the drainage pipe extends out of the permeable box, and the control end of the water suction pump is communicated with a power supply through the ball float valve.
The whole permeable box is in a cylindrical shape.
The outer diameter of the water permeable box is 1m, 1.5m or 2m, and the height of the water permeable box is 1m, 1.5m or 2 m.
The wall thickness of the permeable water tank is 0.6 mm.
The permeable water tank is made of stainless steel.
And the upper end surface of the water permeable box is also provided with a top cover which can be opened and closed.
The outer diameter of the top cover is phi 420 mm.
And a plurality of lifting lugs are further mounted on the end face of the upper end of the water permeable box.
The drain pipe extends out of the water permeable box along the vertical direction.
And a filling layer is also arranged between the periphery of the permeable box and the inner wall of the water collecting hollow pit and is formed by filling earth and stones on a construction site to the periphery of the permeable box and the inner wall of the water collecting hollow pit and then tamping the earth and stones.
The invention has the beneficial effects that: by adopting the technical scheme, the underground water hidden in the underground soil body is collected through the steel permeable tank, when the storage capacity of the underground water in the permeable tank is enough, the floating valve is floated, and the water suction pump is connected with a power supply to pump water, so that the underground water is automatically discharged, the steel permeable tank plays a role in supporting the inner wall of the water collection pit, the soil body collapse accident can be prevented, the potential safety hazard is reduced, the steel permeable tank can be repeatedly used for many times, the manufacturing is convenient, the resources are saved, in addition, the water suction pump is automatically started and stopped according to the underground water quantity condition stored in the permeable tank, the supervision by personnel is not needed, the water suction pump can be prevented from pumping too much air to influence the service performance of the water suction pump when the water quantity is insufficient, and the water suction pump is prevented from.
Drawings
Fig. 1 is a schematic structural view of the present invention.
In the figure: 1-permeable water tank, 2-water pump, 3-water discharge pipe, 4-water collecting depression, 5-permeable hole, 6-ball float valve, 7-top cover, 8-lifting lug, 9-filling layer and 10-gravel cushion layer.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
As shown in figure 1, the invention provides a permeable box shallow-buried type construction site drainage device which comprises a permeable box 1, a water suction pump 2, a drainage pipe 3 and a water collection pit 4 obtained after excavation of earth and stones on a construction site, wherein the lower end of the permeable box 1 is placed in the water collection pit 4, the relative height between the upper end surface of the permeable box 1 and the edge of the water collection pit 4 is not less than zero, a plurality of permeable holes 5 are formed in the periphery of the permeable box 1, a ball float valve 6 is installed inside the permeable box 1, the water suction pump 2 is placed in the permeable box 1, the input end of the water suction pump 2 is communicated with the inner space of the permeable box 1, the output end of the water suction pump 2 is communicated with one end of the drainage pipe 3, the other end of the drainage pipe 3 extends to the outside of the permeable box 1, and the control end of the.
Further, it is preferable that the permeable tank 1 has a cylindrical shape as a whole. The outer diameter of the water permeable box 1 is 1m, 1.5m or 2m, and the height of the water permeable box 1 is 1m, 1.5m or 2 m. The wall thickness of the permeable tank 1 is 0.6 mm. The permeable tank 1 is made of stainless steel. Preferably, the material of the permeable tank 1 is SUS304 stainless steel.
In addition, a top cover 7 which can be opened and closed is also arranged on the upper end surface of the permeable water tank 1. The outer diameter of the top cover 7 is phi 420 mm. Personnel's accessible is opened top cap 7 and is observed the water yield condition in the water tank 1 that permeates water.
In addition, a plurality of lifting lugs 8 are further mounted on the upper end face of the water permeable tank 1. The drain pipe 3 extends in the vertical direction out of the permeable tank 1. By adopting the technical scheme of the invention, the water collecting hollow 4 can be dug in a construction site, then the water collecting hollow 4 can be lowered into the water collecting hollow 4 through the lifting lugs 8, the filling layer 9 is also arranged between the periphery of the permeable water tank 1 and the inner wall of the water collecting hollow 4, and the filling layer 9 is formed by filling earth and stones in the construction site between the periphery of the permeable water tank 1 and the inner wall of the water collecting hollow 4 and then tamping. Through setting up the bed of packing 9, make the permeable water tank 1 play the supporting role to catchment hole 4, prevent that the accident of collapsing from appearing in catchment hole 4 inner wall, the rubble bed course 10 has still been laid with catchment hole 4 bottom of the tunnel lower extreme that permeates water.
By adopting the technical scheme, the underground water hidden in the underground soil body is collected through the steel permeable tank, when the storage capacity of the underground water in the permeable tank is enough, the floating valve is floated, and the water suction pump is connected with a power supply to pump water, so that the underground water is automatically discharged, the steel permeable tank plays a role in supporting the inner wall of the water collection pit, the soil body collapse accident can be prevented, the potential safety hazard is reduced, the steel permeable tank can be repeatedly used for many times, the manufacturing is convenient, the resources are saved, in addition, the water suction pump is automatically started and stopped according to the underground water quantity condition stored in the permeable tank, the supervision by personnel is not needed, the water suction pump can be prevented from pumping too much air to influence the service performance of the water suction pump when the water quantity is insufficient, and the water suction pump is prevented from.
Claims (10)
1. The utility model provides a case shallow formula job site drainage device that permeates water which characterized in that: comprises a permeable water tank (1), a suction pump (2), a drain pipe (3) and a water collecting depression (4) obtained after excavation of earth and stones on a construction site, the lower end of the water permeable tank (1) is placed in the water collecting depression (4), the relative height between the end surface of the upper end of the water permeable tank (1) and the edge of the water collecting depression (4) is not less than zero, a plurality of water permeable holes (5) are arranged around the water permeable tank (1), a ball float valve (6) is arranged in the water permeable tank (1), the water suction pump (2) is arranged in the water permeable tank (1), the input end of the water suction pump (2) is communicated with the inner space of the water permeable tank (1), the output end of the water suction pump (2) is communicated with one end of the water discharge pipe (3), the other end of the drain pipe (3) extends out of the permeable water tank (1), the control end of the water suction pump (2) is also communicated with a power supply through the control end of the ball float valve (6).
2. The water permeable box shallow-buried construction site drainage device of claim 1, which is characterized in that: the whole permeable water tank (1) is in a cylindrical shape.
3. The water permeable box shallow-buried construction site drainage device of claim 2, which is characterized in that: the outer diameter of the water permeable tank (1) is 1m, 1.5m or 2m, and the height of the water permeable tank (1) is 1m, 1.5m or 2 m.
4. The water permeable box shallow-buried construction site drainage device of claim 2, which is characterized in that: the wall thickness of the water permeable tank (1) is 0.6 mm.
5. The water permeable box shallow-buried construction site drainage device of claim 1, which is characterized in that: the water permeable tank (1) is made of stainless steel.
6. The water permeable box shallow-buried construction site drainage device of claim 1, which is characterized in that: the upper end surface of the water permeable tank (1) is also provided with a top cover (7) which can be opened and closed.
7. The water permeable box shallow-buried construction site drainage device of claim 1, which is characterized in that: the outer diameter of the top cover (7) is phi 420 mm.
8. The water permeable box shallow-buried construction site drainage device of claim 1, which is characterized in that: and a plurality of lifting lugs (8) are further mounted on the end face of the upper end of the water permeable tank (1).
9. The water permeable box shallow-buried construction site drainage device of claim 1, which is characterized in that: the drain pipe (3) extends out of the water permeable tank (1) along the vertical direction.
10. The water permeable box shallow-buried construction site drainage device of claim 1, which is characterized in that: the permeable water tank (1) is arranged on the periphery and a filling layer (9) is arranged between the inner walls of the water collecting hollow pits (4), and the filling layer (9) is formed by filling construction site earthwork into the permeable water tank (1) on the periphery and tamping the permeable water tank (1) between the inner walls of the water collecting hollow pits (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011008713.4A CN112196076A (en) | 2020-09-23 | 2020-09-23 | Shallow formula job site drainage device that buries of case permeates water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011008713.4A CN112196076A (en) | 2020-09-23 | 2020-09-23 | Shallow formula job site drainage device that buries of case permeates water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112196076A true CN112196076A (en) | 2021-01-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011008713.4A Pending CN112196076A (en) | 2020-09-23 | 2020-09-23 | Shallow formula job site drainage device that buries of case permeates water |
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| CN (1) | CN112196076A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58138817A (en) * | 1982-02-08 | 1983-08-17 | Kunio Ando | Vacuum drain device for lowering level of ground water mainly in slope |
| CN103603425A (en) * | 2013-11-20 | 2014-02-26 | 国家电网公司 | Automatic water draining device for cable ducts and cable cambers of substation |
| CN206359989U (en) * | 2016-11-24 | 2017-07-28 | 中建五局土木工程有限公司 | Substrate local dewatering drainage arrangement |
| CN209669902U (en) * | 2018-11-07 | 2019-11-22 | 山西五建集团有限公司 | Basic catch pit infiltration drainage system |
| CN111173017A (en) * | 2020-03-19 | 2020-05-19 | 中国二十二冶集团有限公司 | Water stopping device and water stopping method for concrete pouring at bottom of reverse operation well of cyclone well |
| CN210621728U (en) * | 2019-04-08 | 2020-05-26 | 上海宝冶集团有限公司 | Collection drainage system inside foundation pit |
-
2020
- 2020-09-23 CN CN202011008713.4A patent/CN112196076A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58138817A (en) * | 1982-02-08 | 1983-08-17 | Kunio Ando | Vacuum drain device for lowering level of ground water mainly in slope |
| CN103603425A (en) * | 2013-11-20 | 2014-02-26 | 国家电网公司 | Automatic water draining device for cable ducts and cable cambers of substation |
| CN206359989U (en) * | 2016-11-24 | 2017-07-28 | 中建五局土木工程有限公司 | Substrate local dewatering drainage arrangement |
| CN209669902U (en) * | 2018-11-07 | 2019-11-22 | 山西五建集团有限公司 | Basic catch pit infiltration drainage system |
| CN210621728U (en) * | 2019-04-08 | 2020-05-26 | 上海宝冶集团有限公司 | Collection drainage system inside foundation pit |
| CN111173017A (en) * | 2020-03-19 | 2020-05-19 | 中国二十二冶集团有限公司 | Water stopping device and water stopping method for concrete pouring at bottom of reverse operation well of cyclone well |
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Application publication date: 20210108 |