CN204590051U - One is foundation pit dewatering device among a small circle - Google Patents
One is foundation pit dewatering device among a small circle Download PDFInfo
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- CN204590051U CN204590051U CN201520259391.9U CN201520259391U CN204590051U CN 204590051 U CN204590051 U CN 204590051U CN 201520259391 U CN201520259391 U CN 201520259391U CN 204590051 U CN204590051 U CN 204590051U
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- steel sleeve
- dewatering well
- dewatering
- steel
- foundation ditch
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model belongs to underground drainage device technical field, for solving the technical problem causing next step waterproof coiled material construction to operate when foundation ditch has ponding compared with depths, provide one foundation pit dewatering device among a small circle, comprise the dewatering well being positioned at foundation ditch center, a steel sleeve is inserted with in dewatering well, the lower end of steel sleeve contacts with the bottom of dewatering well, upper end extends to the outside of dewatering well, the steel sleeve being positioned at dewatering well inside is circumferentially provided with some permeable holes, the bottom outer surface of steel sleeve is enclosed with one deck nylon cloth, gravel is filled with between the inner surface of dewatering well and the external surface of steel sleeve, steel plate for sealing water is provided with between the upper end of dewatering well and concrete cushion, steel plate for sealing water welds with the external surface of steel sleeve, water pump is provided with in steel sleeve.Adopt the utility model to efficiently solve the long-pending water problem in local in foundation ditch, facilitate the construction of next step waterproof roll.
Description
Technical field
The utility model belongs to underground drainage device technical field, is specifically related to one foundation pit dewatering device among a small circle.
Background technology
When geological condition reconnoitre unclear or foundation construction dewatering measure is not in place time, foundation ditch comparatively depths often forms ponding, and next step waterproof coiled material construction cannot be operated.
Summary of the invention
The utility model is solve the technical problem causing next step waterproof coiled material construction to operate when foundation ditch has ponding compared with depths, provides one foundation pit dewatering device among a small circle.
The technical solution adopted in the utility model is as follows:
One is foundation pit dewatering device among a small circle, comprise the dewatering well being positioned at foundation ditch center, a steel sleeve is inserted with in dewatering well, the lower end of steel sleeve contacts with the bottom of dewatering well, upper end extends to the outside of dewatering well, the steel sleeve being positioned at dewatering well inside is circumferentially provided with some permeable holes, the bottom outer surface of steel sleeve is enclosed with one deck nylon cloth, gravel is filled with between the inner surface of dewatering well and the external surface of steel sleeve, steel plate for sealing water is provided with between the upper end of dewatering well and concrete cushion, steel plate for sealing water welds with the external surface of steel sleeve, water pump is provided with in steel sleeve.
The degree of depth of described dewatering well is 3m, and diameter is 300mm.
Adopt the process of the utility model precipitation: by foundation ditch central excavation dewatering well, insert a steel sleeve in dewatering well, the ponding in such foundation ditch penetrates in steel sleeve by the permeable hole on gravel, steel sleeve, is gone out by water pump finally by water pump.
Adopt the utility model to efficiently solve the long-pending water problem in local in foundation ditch, facilitate the construction of next step waterproof roll.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: 1-dewatering well, 2-steel sleeve, 3-permeable hole, 4-nylon cloth, 5-gravel, 6-water pump, 7-steel plate for sealing water, 8-concrete cushion.
Detailed description of the invention
As shown in Figure 1, one is foundation pit dewatering device among a small circle, comprises the dewatering well 1 being positioned at foundation ditch center, and the degree of depth of described dewatering well 1 is 3m, and diameter is 300mm.A steel sleeve 2 is inserted with in dewatering well 1, the lower end of steel sleeve 2 contacts with the bottom of dewatering well 1, upper end extends to the outside of dewatering well 1, the steel sleeve 2 being positioned at dewatering well 1 inside is circumferentially provided with some permeable holes 3, the bottom 1m right outer surfaces of steel sleeve 2 is enclosed with one deck 80 order nylon cloth 4, gravel 5 is filled with between the inner surface of dewatering well 1 and the external surface of steel sleeve 2, the diameter of gravel 5 is 4-20mm, steel plate for sealing water 7 is provided with between the upper end of dewatering well 1 and concrete cushion 8, the thickness of steel plate for sealing water 7 is 3mm, steel plate for sealing water 7 welds with the external surface of steel sleeve 2, water pump 6 is provided with in steel sleeve 2.
Adopt the process of the utility model precipitation: by foundation ditch central excavation dewatering well 1, a steel sleeve 2 is inserted in dewatering well 1, ponding in such foundation ditch penetrates in steel sleeve 2 by the permeable hole 3 on gravel 5, steel sleeve 2, is gone out by water pump finally by water pump 6.
Adopt the utility model to efficiently solve the long-pending water problem in local in foundation ditch, through Construction practices, scene emits water spot substantially to disappear, and dewatering effect clearly.
Claims (2)
1. a foundation pit dewatering device among a small circle, it is characterized in that: comprise the dewatering well (1) being positioned at foundation ditch center, a steel sleeve (2) is inserted with in dewatering well (1), the lower end of steel sleeve (2) contacts with the bottom of dewatering well (1), upper end extends to the outside of dewatering well (1), the steel sleeve (2) being positioned at dewatering well (1) inner is circumferentially provided with some permeable holes (3), the bottom outer surface of steel sleeve (2) is enclosed with one deck nylon cloth (4), gravel (5) is filled with between the inner surface of dewatering well (1) and the external surface of steel sleeve (2), steel plate for sealing water (7) is provided with between the upper end of dewatering well (1) and concrete cushion (8), steel plate for sealing water (7) welds with the external surface of steel sleeve (2), water pump (6) is provided with in steel sleeve (2).
2. one according to claim 1 foundation pit dewatering device among a small circle, is characterized in that: the degree of depth of described dewatering well (1) is 3m, and diameter is 300mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520259391.9U CN204590051U (en) | 2015-04-27 | 2015-04-27 | One is foundation pit dewatering device among a small circle |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520259391.9U CN204590051U (en) | 2015-04-27 | 2015-04-27 | One is foundation pit dewatering device among a small circle |
Publications (1)
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CN204590051U true CN204590051U (en) | 2015-08-26 |
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CN201520259391.9U Active CN204590051U (en) | 2015-04-27 | 2015-04-27 | One is foundation pit dewatering device among a small circle |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487276A (en) * | 2018-04-27 | 2018-09-04 | 陕西建工机械施工集团有限公司 | A kind of embed-type shallow-layer combined water drain pipe and construction method |
CN110820778A (en) * | 2019-10-25 | 2020-02-21 | 陕西神州实业有限公司 | Local precipitation construction method for foundation pit |
CN111980045A (en) * | 2020-08-06 | 2020-11-24 | 广州协安建设工程有限公司 | Foundation pit continuous dewatering construction method for foundation anti-floating |
-
2015
- 2015-04-27 CN CN201520259391.9U patent/CN204590051U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487276A (en) * | 2018-04-27 | 2018-09-04 | 陕西建工机械施工集团有限公司 | A kind of embed-type shallow-layer combined water drain pipe and construction method |
CN110820778A (en) * | 2019-10-25 | 2020-02-21 | 陕西神州实业有限公司 | Local precipitation construction method for foundation pit |
CN111980045A (en) * | 2020-08-06 | 2020-11-24 | 广州协安建设工程有限公司 | Foundation pit continuous dewatering construction method for foundation anti-floating |
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