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Soakaway pit dewatering device and soakaway pit construction method

A puddle and water pump technology, applied in excavation, infrastructure engineering, construction, etc., can solve the problems that the cushion layer and waterproof layer cannot be closed in time, affect the foundation construction, damage the waterproof layer, etc., and achieve convenient construction, water level does not rise, Guaranteed waterproof quality

Pending Publication Date: 2020-02-11
北京建工建筑产业化投资建设发展有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Drainage of seepage pits is something that often needs to be dealt with in construction operations. Generally, the drainage of seepage pits is directly pumped with water pumps. However, when the water volume of the seepage pit is large, the cushion and waterproof layer cannot be closed in time, which will affect the foundation construction or stop prematurely. Drainage, a large amount of water accumulates on the construction surface, and the water level rises after the waterproof layer is closed, destroying the waterproof layer and causing a large number of follow-up repairs

Method used

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  • Soakaway pit dewatering device and soakaway pit construction method
  • Soakaway pit dewatering device and soakaway pit construction method
  • Soakaway pit dewatering device and soakaway pit construction method

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Embodiment 1

[0035] Such as Figure 1-2 As shown, a water seepage pit dewatering device according to an embodiment of the present invention is used to isolate impurities from the water pump 5 when the water seepage pit is dewatered, to prevent impurities from causing damage to the water pump 5, and to ensure that the water pump 5 can continue to operate. It includes a protective tube 1 with an opening at the top. The protective tube 1 is made of steel. The wall thickness of the protective tube 1 is 2-5mm. The protective tube 1 is provided with a suction pipe 4 extending to the bottom of the protective tube 1, and the water inlet end of the suction tube 4 is connected with Water pump 5, the water outlet extends to the outside of the protection cylinder 1. The water pump 5 is used to pump the water that penetrates into the protection cylinder 1. The water pump 5 is an automatic pump. When the water level is higher than the water pump 5, it automatically pumps water, and it stops when the water ...

Embodiment 2

[0041] Such as Figure 3-6 As shown, a water seepage pit construction method includes the following steps:

[0042] S1: Install the soaking pit dewatering device in the center of the soaking pit, and fill the casing 1 with graded sand and gravel 10 to fix the casing 1. The graded sand and gravel 10 are used for dewatering, permeable and fixed casing 1, and the water pump 5 continues Pumping to keep the water level lower than the elevation of the bottom of the foundation pit;

[0043] S2: Pour the foundation concrete cushion 11 above the graded sand and gravel 10. The foundation concrete cushion 11 is poured to the outer wall of the protective tube 1, and the top of the foundation concrete cushion 11 is lower than the steel plate waterstop ring 2; the height of the general foundation concrete cushion Is 100mm.

[0044] S3: Lay the waterproof coiled material 12 above the foundation concrete cushion layer 11. The waterproof coiled material 12 is rolled up to the bottom of the steel wa...

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Abstract

The invention relates to a soakaway pit dewatering device and a soakaway pit construction method. The soakaway pit dewatering device comprises a pile casing with a top opening, a water pumping pipe extending to the bottom of the pile casing is arranged in the pile casing, a water inlet end of the water pumping pipe is connected with a water pump, the water outlet end extends out of the pile casing, a plurality of water inlet holes are uniformly formed in the side wall and the bottom of the pile casing, the water inlet holes of the side wall of the pile casing extend to the middle of the pile casing from the bottom of the pile casing, a steel plate water stop ring is arranged on an outer ring of the top of the pile casing, a scaleplate which moves up and down along the inner wall of the pile casing is arranged on the inner wall of the pile casing, and a buoy is arranged at the bottom of the scaleplate; and the construction method comprises the following steps of pile casing installing,water pumping, graded sand and stone pouring, foundation concrete cushion layer, waterproof coiled material laying, fine stone concrete protective layer pouring and the like. According to the soakawaypit dewatering device and the soakaway pit construction method, in a foundation construction process, construction and dewatering can be carried out at the same time, the dewatering is stopped whilethe foundation concrete pouring is finished, and it is effectively ensured that the water level of a foundation pit continues to being below a cushion layer before the raft concrete construction is carried out.

Description

Technical field [0001] The invention relates to the field of water seepage pit construction, in particular to a water seepage pit dewatering device and a water seepage pit construction method. Background technique [0002] The drainage of the seepage pit is a thing that often needs to be dealt with in construction work. Generally, the drainage of the seepage pit is directly pumped by water. However, when the water volume of the seepage pit is large, the cushion and waterproof layer cannot be sealed in time, which affects the foundation construction or stops prematurely Drainage, a large amount of water accumulates on the construction surface, and the water level rises after the waterproof layer is closed, which damages the waterproof layer and causes subsequent repairs. Summary of the invention [0003] In order to solve the above problems, the purpose of the present invention is to provide a water seepage pit dewatering device and a water seepage pit construction method. By setti...

Claims

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Application Information

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IPC IPC(8): E02D17/02E02D19/06
CPCE02D17/02E02D19/06
Inventor 温释硕曹跃冲李春晓国超张劭昀
Owner 北京建工建筑产业化投资建设发展有限公司
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