CN206599787U - A kind of layer of sand catch pit dewatering device - Google Patents
A kind of layer of sand catch pit dewatering device Download PDFInfo
- Publication number
- CN206599787U CN206599787U CN201720277452.3U CN201720277452U CN206599787U CN 206599787 U CN206599787 U CN 206599787U CN 201720277452 U CN201720277452 U CN 201720277452U CN 206599787 U CN206599787 U CN 206599787U
- Authority
- CN
- China
- Prior art keywords
- sand
- catch pit
- layer
- cage
- cage body
- 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
- 239000004576 sand Substances 0.000 title claims abstract description 55
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 238000004062 sedimentation Methods 0.000 claims description 4
- 240000009087 Crescentia cujete Species 0.000 claims description 2
- 235000005983 Crescentia cujete Nutrition 0.000 claims description 2
- 235000009797 Lagenaria vulgaris Nutrition 0.000 claims description 2
- 235000014676 Phragmites communis Nutrition 0.000 claims description 2
- 238000001556 precipitation Methods 0.000 abstract description 7
- 238000009825 accumulation Methods 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 7
- 238000000034 method Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model provides a kind of layer of sand catch pit dewatering device, including：Every sand cage, water pump and drainpipe；It is described to include cage body and every sand net every sand cage；The first opening is offered at the top of the cage body, the bottom of the cage body offers the second opening, and first opening is provided with mounting bracket, and the water pump is connected to the mounting bracket by a lift adjustment part, the drainpipe is connected to the water pump, and second opening is provided with shrouding；The outer wall that the cage body is wrapped in every sand net.By being filtered every sand net to catch pit internal water accumulation, it is achieved thereby that the precipitation of layer of sand catch pit does not influence the structure of catch pit simultaneously.And be further advanced by the next height for adjusting water pump in real time of a lift adjustment part to adapt to the depth of catch pit internal water accumulation.
Description
Technical field
The utility model is related to base pit dewatering, more particularly to a kind of layer of sand catch pit dewatering device.
Background technology
There are following methods to precipitation in conventional engineering：Punched with brick masonry sump or using steel cylinder.But build by laying bricks or stones and catchment
Well construction is inconvenient, and time-consuming more；Steel cylinder sump converges water shortage and cost is higher.Charge for remittance can be reached for ease of construction again
It is required that, we are badly in need of providing a kind of new dewatering device.
Utility model content
In view of the foregoing, the utility model is intended to provide a kind of dewatering device for layer of sand catch pit, prevents sand
Stone is pumped and influences catch pit structure.
To achieve the above object, the utility model provides a kind of layer of sand catch pit dewatering device, including：
Every sand cage, water pump and drainpipe；It is described to include cage body and every sand net every sand cage；Is offered at the top of the cage body
One opening, the bottom of the cage body offers the second opening, and first opening is provided with mounting bracket, and the water pump passes through one
Lift adjustment part is connected to the mounting bracket, and the drainpipe is connected to the water pump, and second opening is provided with shrouding；
The outer wall that the cage body is wrapped in every sand net.
Take above technical scheme so that the utility model has following technique effect：
When the steel reinforcement cage of traditional precipitation is located at catch pit bottom, sand can carry out reinforcing bar through the Dense mesh screen of steel reinforcement cage bottom
In cage, and the utility model is entered by setting shrouding in the second opening of the bottom of cage body to completely cut off catch pit bottom solum
Enter every sand cage, by being filtered every sand net to catch pit internal water accumulation, it is achieved thereby that the precipitation of layer of sand catch pit not shadow simultaneously
Ring the structure of catch pit.And be further advanced by the next height for adjusting water pump in real time of a lift adjustment part to adapt to catch pit inner product
The depth of water.
The utility model layer of sand catch pit dewatering device further improvement is that, the cage body be in back taper bench-type.Compare
In the steel reinforcement cage of traditional long straight-tube shape, on the one hand its inclined-plane area is bigger for back taper bench-type, is more convenient ponding and carries out in cage, another
Individual aspect, its bottom area is smaller, and area excessive in foundation ditch is not accounted for.
The utility model layer of sand catch pit dewatering device further improvement is that, the cage body include interval stack it is many
Individual main joist framework and the secondary joist for being connected to multiple main joist frameworks.So that structure is more stablized.
The utility model layer of sand catch pit dewatering device further improvement is that, the lift adjustment part is pulls calabash
Reed.The lift adjustment of water pump conveniently can be carried out to adapt to the depth of accumulated water in catch pit.
The utility model layer of sand catch pit dewatering device further improvement is that, the shrouding provided with sedimentation counterweight.
Strengthen the overall stability every sand cage.
The utility model layer of sand catch pit dewatering device further improvement is that, it is described every sand net be Dense mesh screen.Materials
Convenient, adult is relatively low.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model layer of sand catch pit dewatering device.
Fig. 2 is the structural representation of the cage body of the utility model layer of sand catch pit dewatering device.
Embodiment
Fig. 1, Fig. 2 are referred to, the utility model provides a kind of layer of sand catch pit dewatering device, including：Every sand cage, water pump
2 and drainpipe 3；Include cage body and every sand net 5 every sand cage；The first opening is offered at the top of cage body, the bottom of cage body is offered
Second opening, the first opening is provided with mounting bracket 13, and water pump 2 is connected to mounting bracket 13, draining by a lift adjustment part
Pipe 3 is connected to water pump 2, and the second opening is provided with shrouding 4；The outer wall of cage body is wrapped in every sand net 5.The steel reinforcement cage of traditional precipitation is set
When catch pit bottom, sand can be carried out in steel reinforcement cage through the Dense mesh screen of steel reinforcement cage bottom, and the utility model passes through in cage
Shrouding 4 is set in second opening of the bottom of body, entered to completely cut off catch pit bottom solum every sand cage, by every 5 pairs of collection of sand net
Puddle internal water accumulation is filtered, it is achieved thereby that the precipitation of layer of sand catch pit does not influence the structure of catch pit simultaneously.And further
Ground adapts to the depth of catch pit internal water accumulation by a lift adjustment part to adjust the height of water pump 2 in real time.
For the benefit of to the understanding of structure of the present utility model, illustrated below in conjunction with drawings and Examples:
Preferably, cage body is in back taper bench-type.Compared to the steel reinforcement cage of traditional long straight-tube shape, on the one hand its is oblique for back taper bench-type
Face area is bigger, and more convenient ponding is carried out in cage, charge for remittance amount is big, and on the other hand, its bottom area is smaller, and mistake in foundation ditch is not accounted for
Many areas.
Preferably, cage body includes the interval multiple main joist frameworks 11 stacked and time for being connected to multiple main joist frameworks 11
Keel 12.So that structure is more stablized.It is preferred that, main joist framework 11 and secondary joist 12 be it is wooden, between connection
Mode connects for pin.
Preferably, lift adjustment part is chain block.The lift adjustment of water pump 2 conveniently can be carried out to adapt in catch pit
Depth of accumulated water.
Preferably, shrouding 4 is provided with sedimentation counterweight.Reduce the center of gravity every sand cage and strengthen the overall stability every sand cage.
It is preferred that, sedimentation counterweight can be concrete pier.
Preferably, every sand net 5 be Dense mesh screen.Convenient material drawing, adult is relatively low.
Preferably, including the outer wall with cage body by way of steel wire lashing every sand net 5.
Further, when cage body is wooden, cage body is fixed on by pin every sand net 5 and the outer of cage body is wrapped in
Wall.
Using above technical scheme, have the advantages that：
First, it is simple to operate compared to conventional method the method.
2nd, charge for remittance amount is big, can meet the requirement of precipitation.
3rd, save the time and cost is relatively low.
4th, bottom sediment is convenient to clean.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
A variety of changes are made to the utility model according to described above.Thus, before claim objective of the present utility model is not violated
Put, some of embodiment details, which should not be constituted, to be limited of the present utility model, and the utility model will be with appended claims
The scope that book is defined is as protection domain.
Claims (6)
1. a kind of layer of sand catch pit dewatering device, it is characterised in that including：Every sand cage, water pump and drainpipe；It is described every sand cage bag
Include cage body and every sand net；The first opening is offered at the top of the cage body, the bottom of the cage body offers the second opening, described
First opening is provided with mounting bracket, and the water pump is connected to the mounting bracket, the drainpipe by a lift adjustment part
The water pump is connected to, second opening is provided with shrouding；The outer wall that the cage body is wrapped in every sand net.
2. layer of sand catch pit dewatering device according to claim 1, it is characterised in that the cage body is in back taper bench-type.
3. layer of sand catch pit dewatering device according to claim 1, it is characterised in that the cage body includes respectively stacking
Multiple main joist frameworks and be connected to the secondary joists of multiple main joist frameworks.
4. layer of sand catch pit dewatering device according to claim 1, it is characterised in that the lift adjustment part is to pull calabash
Reed.
5. layer of sand catch pit dewatering device according to claim 1, it is characterised in that the shrouding is matched somebody with somebody provided with sedimentation
Weight.
6. layer of sand catch pit dewatering device according to claim 1, it is characterised in that it is described every sand net be Dense mesh screen.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720277452.3U CN206599787U (en) | 2017-03-21 | 2017-03-21 | A kind of layer of sand catch pit dewatering device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720277452.3U CN206599787U (en) | 2017-03-21 | 2017-03-21 | A kind of layer of sand catch pit dewatering device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206599787U true CN206599787U (en) | 2017-10-31 |
Family
ID=60145041
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720277452.3U Expired - Fee Related CN206599787U (en) | 2017-03-21 | 2017-03-21 | A kind of layer of sand catch pit dewatering device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206599787U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764415A (en) * | 2020-07-07 | 2020-10-13 | 中建一局集团建设发展有限公司 | Efficient mud-water separation structure for construction site and construction method thereof |
| CN114150678A (en) * | 2021-12-30 | 2022-03-08 | 正飞建安工程集团有限公司 | Underground continuous wall foundation pit supporting structure and construction method thereof |
-
2017
- 2017-03-21 CN CN201720277452.3U patent/CN206599787U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764415A (en) * | 2020-07-07 | 2020-10-13 | 中建一局集团建设发展有限公司 | Efficient mud-water separation structure for construction site and construction method thereof |
| CN114150678A (en) * | 2021-12-30 | 2022-03-08 | 正飞建安工程集团有限公司 | Underground continuous wall foundation pit supporting structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171031 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |