CN208328960U - A kind of bilayer steel plate for sealing water shut-in well drain structure - Google Patents
A kind of bilayer steel plate for sealing water shut-in well drain structure Download PDFInfo
- Publication number
- CN208328960U CN208328960U CN201820342282.7U CN201820342282U CN208328960U CN 208328960 U CN208328960 U CN 208328960U CN 201820342282 U CN201820342282 U CN 201820342282U CN 208328960 U CN208328960 U CN 208328960U
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- steel plate
- well
- fixed
- type block
- bolt
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Abstract
The utility model discloses a kind of double-deck steel plate for sealing water shut-in well drain structures, including base soil layer, the upper end of the base soil layer is equipped with concrete layer, and the inside of base soil layer and concrete layer sets that there are two the dewatering wells that are parallel to each other jointly, the inside of the dewatering well is equipped with water pump, and the upper end of water pump is connected with drainpipe, the L-type block being parallel to each other there are four being set on the concrete layer, and two L-type blocks are one group, the two sides for being located at dewatering well of same group of two L-type blocks, connector is fixed with by fixed device on the L-type block, the upper end of the dewatering well is equipped with the first steel plate.The utility model advanced design; not only realize the tight closure to precipitation well head; it is additionally provided with shock absorption buffering mechanism protective device simultaneously; and it is convenient for disassembly and assembly; it solves the problems, such as when groundwater run off is big, dewatering well draining progress is unable to satisfy construction speed; so that the double-deck steel plate for sealing water shut-in well drain structure after construction can satisfy drainage construction progress, it is suitable for promoting.
Description
Technical field
The utility model relates to technical field of building construction more particularly to a kind of double-deck steel plate for sealing water shut-in well drain structures.
Background technique
With the development of the undergrounds such as existing underground garage and basement modern architecture, construct hypogee when foundation depth
With becoming larger, the hydrostatic water table of control buoyancy also increases therewith when building or structures Anti-floating design.Therefore in master after excavating
Before body structure and Underground Building for Anti-floating construction are completed, unit in charge of construction should take always dewatering measure.It is usually used in dewatering measure
It is multiple setting heavy caliber dewatering wells.
In deeper foundation pit, expire when level of ground water is high, water is big, partially carries out precipitation using defined heavy caliber dewatering well
For foot when precipitation does not require, unit in charge of construction generally will increase dewatering well, increased dewatering well has a large amount of underground water and gushes out at this time,
It takes a lot of work laborious and can not be successfully the holding duration.Simultaneously as dewatering well is unclosed always, construction personnel can not carry out basis again
The construction procedure of the subsequent sole plate such as bed course, has further seriously affected construction speed, therefore, it is proposed that a kind of bilayer
Steel plate for sealing water shut-in well drain structure, for solving the above problems.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, and a kind of double-deck water-stopping steel proposed
Plate shut-in well drain structure.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of bilayer steel plate for sealing water shut-in well drain structure, including base soil layer, the upper end of the base soil layer are equipped with concrete layer,
And the inside of base soil layer and concrete layer is set jointly there are two the dewatering well being parallel to each other, the inside of the dewatering well is equipped with water
Pump, and the upper end of water pump is connected with drainpipe, sets that there are four the L-type blocks being parallel to each other, and two L-type blocks on the concrete layer
It is one group, the two sides for being located at dewatering well of same group of two L-type blocks are fixed on the L-type block by fixed device
Connector, the upper end of the dewatering well is equipped with the first steel plate, is fixed with fixed block jointly between same group of L-type block, described solid
The inside for determining block is equipped with cavity, and runs through in the opposing sidewalls of cavity and be fixed with the second steel plate, and the both ends difference of the second steel plate
Through L-type block and the side of L type block is extended to, the lower end of second steel plate is fixed with support rod, and the lower end of support rod is solid
It is scheduled on the first steel plate, the upper end of second steel plate is respectively and fixedly provided with two compression bars, in the opposing sidewalls in the fixed block
It is fixed with pressing plate, and compression bar runs through pressing plate and extends to the upside of pressing plate, and damping spring is arranged on the compression bar, it is described
One end of damping spring is fixed on the second steel plate, and the other end of damping spring is fixed on the side of pressing plate, the L-type block
Surrounding is equipped with sandy soils, and the upper end of the sandy soils is equipped with drainage layer, and drainpipe through sandy soils and drainage layer and extends
To the upper end of drainage layer.
Preferably, the fixed device includes through the first bolt and the second bolt being arranged on connector, the company
The first tapped through hole and the second tapped through hole are equipped on fitting, the L-type block is equipped with third spiral shell corresponding with the first bolt
Line through-hole, first tapped through hole of the first bolt-through and third tapped through hole simultaneously extend in concrete layer, described second
The second tapped through hole of bolt-through and the side for extending to L-type block.
Preferably, nut is arranged on first bolt and the second bolt.
Preferably, the fixed block two sides and L-type block welding.
Preferably, the drainpipe is steel pipe.
Preferably, the depth of the dewatering well is 12-18 meters.
In the utility model, well is first dug out in base soil layer, then builds concrete layer, base soil layer on base soil layer again
Water source can be discharged with the water pump of the dewatering well in concrete layer, being discharged by discharge pipe reduces water level, while the first steel plate closing drop
Well prevents water level from diffusing out and comes, and the first bolt and the second bolt fix L-type block, so that the position of fixed block is fixed, second
Steel plate is auxiliarily fixed, and suppresses the first steel plate, while when weak vibrations occur, support rod can be moved up, and compression bar, which can compress, to be subtracted
Spring is shaken, damping spring plays the role of damping, buffering at this time.The utility model advanced design is not only realized to precipitation well head
Tight closure, while being additionally provided with shock absorption buffering mechanism protective device, and convenient for disassembly and assembly, solve when groundwater run off is big, precipitation
The problem of when well draining progress is unable to satisfy construction speed, enables the double-deck steel plate for sealing water shut-in well drain structure after construction to expire
Sufficient drainage construction progress is suitable for promoting.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of double-deck steel plate for sealing water shunt in a well the structural schematic diagram of drain structure；
Fig. 2 be the utility model proposes a kind of double-deck steel plate for sealing water shunt in a well drain structure A at enlarged structure schematic diagram.
In figure: 1 base soil layer, 2 first steel plates, 3L type block, 4 first bolts, 5 second steel plates, 6 concrete layers, 7 sandy soils, 8
Drainpipe, 9 drainage layers, 10 second bolts, 11 connectors, 12 water pumps, 13 compression bars, 14 support rods, 15 damping springs, 16 are fixed
Block, 17 dewatering wells.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Fig.1-2, a kind of double-deck steel plate for sealing water shut-in well drain structure, including base soil layer 1, play carrying, base soil layer 1
Upper end be equipped with concrete layer 6, and the inside of base soil layer 1 and concrete layer 6 is set jointly there are two the dewatering well 17 that is parallel to each other,
Facilitate draining, the inside of dewatering well 17 is equipped with water pump 12, and the upper end of water pump 12 is connected with drainpipe 8, and water can be by water pump 12
The discharge of discharge pipe 8 reduce water level, set on concrete layer 6 there are four the L-type block 3 being parallel to each other, play a supportive role, and two L
Type block 3 is one group, the two sides for being located at dewatering well 17 of same group of two L-type blocks 3, solid by fixed device on L-type block 3
Surely there is connector 11, serve and be connected and fixed, the upper end of dewatering well 17 is equipped with the first steel plate 2, can close well head, prevents water level unrestrained
Out, fixed block 16 is fixed between same group of L-type block 3 jointly, the first bolt 4 and the second bolt 10 fix L-type block 3,
To fix the position of fixed block 16, the inside of fixed block 16 is equipped with cavity, and runs through in the opposing sidewalls of cavity and be fixed with
Second steel plate 5, and the both ends of the second steel plate 5 extend through L-type block 3 and extend to the side of L-type block 3, under the second steel plate 5
End is fixed with support rod 14, and the lower end of support rod 14 is fixed on the first steel plate 2, and the second steel plate 5 is auxiliarily fixed, compacting first
Steel plate 2, the upper end of the second steel plate 5 are respectively and fixedly provided with two compression bars 13, are respectively and fixedly provided with pressing plate in the opposing sidewalls in fixed block 16, and
Compression bar 13 through pressing plate and extends to the upside of pressing plate, is arranged with damping spring 15 on compression bar 13, and the one of damping spring 15
End is fixed on the second steel plate 5, and when weak vibrations occur, support rod 14 can be moved up, and compression bar 13 can compression shock absorption spring
15, damping spring 15 plays the role of damping, buffering at this time, and the other end of damping spring 15 is fixed on the side of pressing plate, L-type
The surrounding of block 3 is equipped with sandy soils 7, and the upper end of sandy soils 7 is equipped with drainage layer 9, plays exclusion of water, and drainpipe 8 runs through
Sandy soils 7 and drainage layer 9 and the upper end for extending to drainage layer 9.
In the utility model, fixed device includes running through the first bolt 4 and the second bolt 10 being arranged on connector 11,
The first tapped through hole and the second tapped through hole are equipped on connector 11, L-type block 3 is equipped with and the corresponding third of the first bolt 4
Tapped through hole, the first bolt 4 is through the first tapped through hole and third tapped through hole and extends in concrete layer 6, the second bolt
10 run through the second tapped through hole and extend to the side of L-type block 3, and the first bolt 4 and the second bolt 10 can fix L-type block 3, from
And fix the position of fixed block 16, be arranged with nut on the first bolt 4 and the second bolt 10, the two sides of fixed block 16 and
L-type block 3 welds, and drainpipe 8 is steel pipe, and the depth of dewatering well 17 is 12-18 meters.
In the utility model, well is first dug out in base soil layer 1, then builds concrete layer 6, base on base soil layer 1 again
Water source can be discharged in the water pump 12 of dewatering well 17 in soil layer 1 and concrete layer 6, and being discharged by discharge pipe 8 reduces water level, while the
One steel plate, 2 water level lowering well sealing 17 prevents water level from diffusing out and comes, and the first bolt 4 and the second bolt 10 fix L-type block 3, thus solid
Surely the position of fixed block 16 is lived, the second steel plate 5 is auxiliarily fixed, and suppresses the first steel plate 2, while when weak vibrations occur, support
Bar 14 can move up, and the meeting compression shock absorption spring 15 of compression bar 13, damping spring 15 plays the role of damping, buffering at this time.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (6)
- The drain structure 1. a kind of bilayer steel plate for sealing water is shunt in a well, including base soil layer (1), which is characterized in that the base soil layer (1) it is upper End is equipped with concrete layer (6), and the inside of base soil layer (1) and concrete layer (6) set jointly there are two the dewatering well that is parallel to each other (17), the inside of the dewatering well (17) is equipped with water pump (12), and the upper end of water pump (12) is connected with drainpipe (8), described mixed The L-type block (3) being parallel to each other there are four being set on solidifying soil layer (6), and two L-type blocks (3) are one group, same group of two L-type blocks (3) the two sides for being located at dewatering well (17) are fixed with connector (11) on the L-type block (3) by fixed device, described The upper end of dewatering well (17) is equipped with the first steel plate (2), is fixed with jointly fixed block (16) between same group of L-type block (3), described The inside of fixed block (16) is equipped with cavity, and runs through in the opposing sidewalls of cavity and be fixed with the second steel plate (5), and the second steel plate (5) both ends extend through L-type block (3) and extend to the side of L-type block (3), and the lower end of second steel plate (5) is fixed with branch Strut (14), and the lower end of support rod (14) is fixed on the first steel plate (2), the upper end of second steel plate (5) is respectively and fixedly provided with Two compression bars (13), are respectively and fixedly provided with pressing plate in the opposing sidewalls in the fixed block (16), and compression bar (13) through pressing plate simultaneously The upside of pressing plate is extended to, is arranged with damping spring (15) on the compression bar (13), one end of the damping spring (15) is solid It is scheduled on the second steel plate (5), and the other end of damping spring (15) is fixed on the side of pressing plate, the surrounding paving of the L-type block (3) Equipped with sandy soils (7), the upper end of the sandy soils (7) is equipped with drainage layer (9), and drainpipe (8) runs through sandy soils (7) and drainage Layer (9) and the upper end for extending to drainage layer (9).
- The drain structure 2. a kind of double-deck steel plate for sealing water according to claim 1 is shunt in a well, which is characterized in that the fixed device Including being equipped on the first bolt (4) and the second bolt (10) being arranged on connector (11), the connector (11) First tapped through hole and the second tapped through hole, the L-type block (3) is equipped with and the first bolt (4) corresponding third tapped through hole, First bolt (4) is through the first tapped through hole and third tapped through hole and extends in concrete layer (6), second spiral shell Bolt (10) runs through the second tapped through hole and extends to the side of L-type block (3).
- The drain structure 3. a kind of double-deck steel plate for sealing water according to claim 2 is shunt in a well, which is characterized in that first bolt (4) and on the second bolt (10) it is arranged with nut.
- The drain structure 4. a kind of double-deck steel plate for sealing water according to claim 1 is shunt in a well, which is characterized in that the fixed block (16) it is welded with L-type block (3) two sides.
- The drain structure 5. a kind of double-deck steel plate for sealing water according to claim 1 is shunt in a well, which is characterized in that the drainpipe It (8) is steel pipe.
- The drain structure 6. a kind of double-deck steel plate for sealing water according to claim 1 is shunt in a well, which is characterized in that the dewatering well (17) depth is 12-18 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820342282.7U CN208328960U (en) | 2018-03-14 | 2018-03-14 | A kind of bilayer steel plate for sealing water shut-in well drain structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820342282.7U CN208328960U (en) | 2018-03-14 | 2018-03-14 | A kind of bilayer steel plate for sealing water shut-in well drain structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208328960U true CN208328960U (en) | 2019-01-04 |
Family
ID=64783077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820342282.7U Expired - Fee Related CN208328960U (en) | 2018-03-14 | 2018-03-14 | A kind of bilayer steel plate for sealing water shut-in well drain structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208328960U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111101589A (en) * | 2020-01-06 | 2020-05-05 | 苏州仁和园林股份有限公司 | Ecological drainage system of afforestation maintenance |
-
2018
- 2018-03-14 CN CN201820342282.7U patent/CN208328960U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111101589A (en) * | 2020-01-06 | 2020-05-05 | 苏州仁和园林股份有限公司 | Ecological drainage system of afforestation maintenance |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190529 Address after: 266555 No. 57 Huangpujiang Road, Huangdao District, Qingdao City, Shandong Province Patentee after: Qingdao Times Architectural Design Co.,Ltd. Address before: 266500 Ruiyuan Plaza, 127 Huanghe East Road, Qingdao Economic and Technological Development Zone, Shandong Province Patentee before: QINGDAO DETAI CONSTRUCTION ENGINEERING Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190104 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |