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Foundation structure of soft soil stratum and construction method thereof

A construction method and stratum technology, applied in the fields of infrastructure engineering, soil protection, construction, etc., can solve the problems of difficult control and poor stability of soft soil foundation under high backfill soil, so as to speed up construction and reduce friction around piles Effect of resistance, settlement reduction of fill

Inactive Publication Date: 2020-07-17
STATE GRID ZHEJIANG ELECTRIC POWER +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

High backfill and deep soft muddy soil bring challenges to foundation treatment: 1) The stability of soft soil foundation under high backfill is poor; 2) It is difficult to control foundation settlement and uneven settlement

Method used

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  • Foundation structure of soft soil stratum and construction method thereof
  • Foundation structure of soft soil stratum and construction method thereof
  • Foundation structure of soft soil stratum and construction method thereof

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Embodiment Construction

[0027] The technical solution of the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0028] Such as Figure 1-4 As shown, a foundation structure of a soft soil layer includes a prefabricated pipe pile 1 implanted in a soft soil layer 5, the top of the prefabricated pipe pile 1 is provided with a cast-in-place pile cap 2, and the pile cap 2 is sequentially laid with the first reinforcement layer 3, cushion layer 4, second reinforcement layer 6 and soil filling layer 7, the prefabricated pipe pile 1 is distributed with small holes 101 for drainage and entry of soil around the pile, and the small holes 101 are randomly distributed in dislocation, prefabricated The interior of the pipe pile 1 is backfilled with foundation soil.

[0029] A construction method for a foundation structure of a soft ground layer, the process comprising the following steps:

[0030] 1) Put the prefabricated tubular pile 1 with small holes 10...

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PUM

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Abstract

The invention discloses a foundation structure of a soft soil stratum and a construction method thereof, and relates to the field of foundation construction. The problems that high backfill soil and adeep soft muddy soil foundation are poor in stability, and foundation settlement and differential settlement are difficult to control are solved. According to the construction method, small holes aredistributed in the pile periphery of a prefabricated pipe pile in a staggered mode at will, pre-buried barbs are arranged at the small holes, the prefabricated pipe pile is sleeved with geotextile tobe implanted into a soft soil layer, water in soil around the pile permeates through the geotextile and enters an inner pipe from the small holes to be pumped out, after drainage consolidation, the geotextile is torn off, soil around the prefabricated pipe pile enters the pipe through the small holes in the side surface of the prefabricated pipe pile, then foundation soil is backfilled in the pipe of the prefabricated pipe pile, a pile cap is cast in place at the top end of the prefabricated pipe pile, and a first reinforced layer, a cushion layer, a second reinforced layer and a soil fillinglayer are sequentially laid on the pile cap. According to the foundation structure, the foundation bearing capacity of a coastal soft mudflat area can be effectively improved, the filling load borneby soil between piles is small, filling settlement is reduced, and the construction period is effectively shortened.

Description

technical field [0001] The invention relates to the field of foundation construction, in particular to a foundation structure of a soft soil layer and a construction method thereof. Background technique [0002] At present, with the rapid development of my country's economic construction, the land resources in the developed eastern coastal areas are limited, and the construction of reclamation projects, large ports and new airports, high-speed railways, and coastal new urban areas has entered a new period of rapid development. However, soft soil environments generally exist in coastal areas, along rivers, and along lakes, and there are deep soft soil layers distributed under them. The soft soil layers have high water content, poor permeability, low strength, large pores, low density and certain structural properties. and other unfavorable engineering characteristics. In addition, the terrain of weak coastal tidal flats is generally low, and the floor elevation of the site i...

Claims

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Application Information

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IPC IPC(8): E02D3/00E02D3/10E02D5/24
CPCE02D3/005E02D3/10E02D5/24
Inventor 葛军凯谭勇锋周峥栋徐斌方靖宇郭华廖玉龙扶达鸿姜维杰蔡广生武丙洋冯仁祥王恒宇单立许卓彦汪忱一
Owner STATE GRID ZHEJIANG ELECTRIC POWER
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