Construction method for compensating foundation pit deformation by using hydraulic side expansion steel sheet piles

A construction method and steel sheet pile technology, applied in sheet pile wall, foundation structure engineering, excavation, etc., can solve the problems of high construction cost, unsatisfactory deformation effect, inability to eliminate soil deformation, etc., and achieve high sensitivity, reliable pressure, Compensate the effect of foundation pit deformation

Inactive Publication Date: 2021-01-22
上海班升科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Therefore, in engineering design and construction, on the basis of ensuring the safety of the foundation pit itself, more reinforcement measures are still needed to control the deformation of the surrounding environment. Generally, strengthening and reinforcement measures indirectly control the deformation of the surrounding environment by controlling the deformation of the deep foundation pit itself. Deformation, the main measures are to strengthen the rigidity of the enclosure structure of the foundation pit, increase

Method used

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  • Construction method for compensating foundation pit deformation by using hydraulic side expansion steel sheet piles
  • Construction method for compensating foundation pit deformation by using hydraulic side expansion steel sheet piles
  • Construction method for compensating foundation pit deformation by using hydraulic side expansion steel sheet piles

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Embodiment 1

[0031] Example 1, the excavation depth of the foundation pit is 10m, the foundation pit supporting pile 3 adopts bored cast-in-place piles, the protected object 4 is an important building, and the distance from the foundation pit is 6m; the hollow steel sheet pile 1-1 is made of -6 steel plate welding Sealed hollow pile, the pile width is 800mm, the pile length is 15m. The lower end is provided with threads, which can be sealed and connected with the hollow steel sheet pile 1-1, the top is connected with the water meter and the water supply pipe 1-3, and the drainage branch pipe is set 0.3m away from the bottom; the water supply pipe 1-3 is an ordinary tap water pipe, and the water inlet is set in the pipe Water meter; drainpipe 1-4 is common water pipe, is connected to the drainage branch nozzle of adjusting pipe 1-2 lower end, and drain valve is set.

[0032] Before the excavation of the foundation pit, set a row of cement-soil mixing piles 2 between the foundation pit and t...

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Abstract

The invention belongs to the technical field of civil engineering, and particularly relates to a construction method for compensating foundation pit deformation by using a hydraulic side expansion steel sheet pile. The method is particularly suitable for being used for controlling the deformation of surrounding environment of foundation pit engineering so as to protect important buildings and facilities. A main device consists of a hollow steel sheet pile, an adjusting pipe and a water supply and drainage pipe, wherein the cross section of the hollow steel sheet pile is in a flat shape, and water can be injected into the hollow steel sheet pile; and the height of a water head can be increased through the adjusting pipe, great water pressure is generated, and the hollow steel sheet pile laterally expands under the great water pressure to compensate the deformation of the foundation pit engineering construction. The construction method provided by the invention has the advantages that the deformation of the foundation pit engineering can be effectively compensated; real-time adjustment can be achieved in combination with deformation monitoring; the device can be recycled to be repeatedly used; the arrangement mode is flexible; and the construction operation is convenient.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and in particular relates to a construction method for compensating deformation of foundation pits by using hydraulic side expansion steel sheet piles. Background technique [0002] During the excavation of deep foundation pits, two types of deformation need to be controlled, namely, the deformation of the foundation pit support structure itself and the deformation of the surrounding protected objects caused by the excavation of the foundation pit. The surrounding protected objects include adjacent buildings, municipal pipelines, roads, etc. Especially in the process of foundation pit construction in soft soil areas, the requirements for the deformation control of the surrounding environment are even higher than the requirements for the deformation control of the foundation pit itself. Therefore, in engineering design and construction, on the basis of ensuring the safety of the foundati...

Claims

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Application Information

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IPC IPC(8): E02D5/04E02D31/00E02D17/04
CPCE02D5/04E02D17/04E02D31/00E02D2250/003E02D2300/0029
Inventor 不公告发明人
Owner 上海班升科技有限公司
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