Method for constructing bearing platform on deepwater and rigid impermeable layer

A technology of permeable layer and construction method, applied in the field of bridge pile foundation construction, can solve problems affecting construction progress and construction quality, and achieve the effect of ensuring construction quality

Active Publication Date: 2013-04-03
CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0007] The technical problem to be solved by the present invention is to solve the problems that many difficulties will be encountered when constructing caps on deep water and hard impermeable layers, which will affect the construction progress and construction quality.

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  • Method for constructing bearing platform on deepwater and rigid impermeable layer
  • Method for constructing bearing platform on deepwater and rigid impermeable layer
  • Method for constructing bearing platform on deepwater and rigid impermeable layer

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Embodiment Construction

[0031] The invention provides a method for constructing caps on deep water and hard impermeable layers, and uses steel sheet piles and low casings to combine cofferdams for construction. The process is simple, the structure is stable, and an anhydrous construction environment can be provided, thereby ensuring construction quality . The present invention will be described in detail below in conjunction with the accompanying drawings.

[0032] The method for constructing caps on deep water and hard impermeable layers provided by the invention comprises the following steps:

[0033] Step 1. Before the construction of the cap, choose the low water level to build an artificial island 11 or build a construction platform at the design position of the cap, and complete the construction of the foundation bored pile 10 .

[0034] At the same time as the construction of the foundation bored pile 10, the four corners of the artificial island 11 or the construction platform (within the ra...

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Abstract

The invention discloses a method for constructing a bearing platform on a deepwater and rigid impermeable layer. The method comprises the following steps of: constructing foundation bored piles by means of an artificial island or building a platform; inserting and driving steel plate piles in a soil layer or on a covering layer of the artificial island, so as to form a steel plate pile cofferdam; assembling a short casing box cofferdam, arranging an upper inner support and a lower inner support of the steel plate pile cofferdam, gradually taking earth, lowering the short casing box to the impermeable layer, and alternatively lowering and fixing the upper inner support and the lower inner support of the steel plate pile cofferdam to designed positions; pouring top seal concrete between the steel plate piles and the short casing box cofferdam; and pumping the water in the steel plate pile cofferdam to form an anhydrous environment, and constructing the bearing platform. According to the method, the underwater top seal concrete is poured between the steel plate pile cofferdam and the short casing box cofferdam, the water is prevented from entering into the cofferdams from the bottom part after the concrete is combined with the impermeable layer; the stable structure of the cofferdams can be ensured; and the anhydrous environment can be formed in the cofferdams, the bearing platform can be constructed under anhydrous environment, and the construction quality can be ensured.

Description

technical field [0001] The invention relates to bridge pile foundation construction, in particular to a method for constructing caps on deep water and hard impermeable layers. Background technique [0002] The cap refers to the reinforced concrete platform connected to the pile tops set on the top of the foundation piles in order to bear and distribute the load transmitted by the pier body. The cap connects several or even dozens of piles together to form a pile foundation, which is an important part of the pile foundation. [0003] Steel sheet pile cofferdams are generally used for construction of caps in water, but if the bottom elevation of the caps is a hard impermeable layer, the following difficulties will be encountered when using steel sheet pile cofferdams for construction: [0004] (1) Due to the shallow depth of the ordinary steel sheet pile cofferdam inserted into the impermeable layer, the structural stability cannot be guaranteed; [0005] (2) The excavation ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/14E02D19/04
Inventor 李艳哲夏学军周功建耿克强王雪松冯文园
Owner CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD
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