Construction process for bored pile close to flood wall through riprap layer

A technology for bored piles and construction technology, which is applied in sheet pile walls, infrastructure engineering, construction, etc., to ensure the quality of the pile body and the effect of ensuring smooth construction.

Active Publication Date: 2010-06-30
SHANGHAI FOUND ENG GRP
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  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0003] In order to ensure the safety of the existing flood control wall and the construction of pile foundations close to the flood control wall, the present invention provides a co

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  • Construction process for bored pile close to flood wall through riprap layer
  • Construction process for bored pile close to flood wall through riprap layer
  • Construction process for bored pile close to flood wall through riprap layer

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Embodiment Construction

[0037] Below in conjunction with specific embodiment, further illustrate the present invention. It should be understood that these examples are only used to illustrate the present invention and are not intended to limit the scope of the present invention. In addition, it should be understood that after reading the teachings of the present invention, those skilled in the art can make various changes or modifications to the present invention, and these equivalent forms also fall within the scope defined by the appended claims of the present application.

[0038] In the construction technology of bored piles passing through the riprap layer close to the flood control wall of the present invention, a bent frame is erected on the side of the flood control wall, and the bent frame is elevated above the flood control wall to form a drilling platform, and the pile driver is placed on the bent frame for construction ; The specific technological process of construction is:

[0039] (1)...

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Abstract

The invention relates to a construction process for a bored pile close to a flood wall through a riprap layer. A bent frame is lapped close to the side of a flood wall and erected above the flood wall to form a drilling platform, and a pile driver is placed on the bent frame for construction; and the concrete process flow is as follows: firstly, obstacle clearing and outer shielding canister burying; secondly, inner shielding canister burying; thirdly, drilling machine replacing for continuous drilling; fourthly, hole cleaning, fifthly, reinforcement cage hanging; sixthly, underwater concreting; and lastly, inner shielding canister pulling. The construction process solves the problems of obstacle clearing, hole forming and stability of hole wall of the bored pile in the thick riprap layer by combining the inner sleeve and the outer sleeve; the geotextile is arranged on the inner side of the sleeve of the full-rotating drilling machine for recycling the outer shielding canister, therefore, the construction process has a certain economical efficiency, and the underwater concreting is carried out when the Huangpu River is in high water level to ensure the slurry return for the bored pile close to the flood wall by the Huangpu River and to ensure the smooth construction of the pile foundation and the quality of the pile body of the bored pile close to the flood wall by the Huangpu River.

Description

technical field [0001] The invention relates to a construction technology of bored cast-in-place piles, in particular to a construction technology of bored cast-in-situ piles near a flood control wall and formed holes passing through a riprap layer. Background technique [0002] The existing project starts from Xinkai River in the north, Dongmen Road in the south, Zhongshan East Road in the west, and Huangpu River in the east. The shoreline is 630m long and covers an area of ​​30,400m 2 . The hydrophilic platform and the floating pier for visiting the Pujiang River are close to the Huangpu River. The onshore pile foundation of the hydrophilic platform is inside the existing flood control wall, with a pile diameter of Φ800mm and an effective pile length of 39m. The net distance between some pile foundations and the existing flood control wall is only 10cm , and need to pass through the riprap foundation of the flood control wall. When the riverside side of the project is re...

Claims

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Application Information

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IPC IPC(8): E02D5/38
Inventor 吴洁妹吴远忠袁芬郑江邱晓明余振栋王理想张哲彬
Owner SHANGHAI FOUND ENG GRP
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