Silt-subgrade sluice foundation construction method

A technology for foundation construction and silt foundation, which can be used in infrastructure engineering, construction, etc., to solve problems such as hindering cement hydration reaction, non-binding, and poor dispersion resistance, so as to reduce the risk of taking away and dilution, and accelerate curing. The effect of high speed and compressive strength

Inactive Publication Date: 2018-11-13
广东省水利电力勘测设计研究院有限公司
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Problems solved by technology

[0004] (1) The cement mixing pile uses cement as the curing agent. After the soft foundation soil is deeply stirred with a special machine, the cement hydrate and gel formed by the cement hydration and hydrolysis reaction will condense the soil particles into a certain Cement-soil with cohesion and friction angle, but organic matter makes this reinforcement effect greatly weakened, which will hinder the hydration reaction of cement, affect the strength growth of cement-soil, and thus affect the quality of piles
[0005] (2) When there is pressurized water underground, the cement slurry of the mixing pile is easily diluted when it encounters water, and the loss is serious without restraint
Although the ordinary cement slurry has good injectability, a larger grouting volume and grouting reinforcement range can be obtained during grouting, which can effectively improve the bearing capacity of the formation; but the ordinary cement slurry has poor dispersion resistance and is easily diluted by groundwater. Affect its strength and water blocking performance, and its shrinkage rate is large

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  • Silt-subgrade sluice foundation construction method

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Embodiment Construction

[0021] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0022] A construction method for a sluice foundation on a silt foundation, comprising:

[0023] Use sand piles to replace the silt around the piles where the mixing piles are to be placed;

[0024] Cement added with water glass is used as a curing agent, which is hardened after being mixed with sand to form a cement mixing pile.

[0025] figure 1 It shows the foundation structure of the Baoshui gate formed after the construction method is completed. The sand pile replaces the silt at the position of the cement mixing pile. The sand pile preferably only needs to penetrate the silt layer, so that a physical and chemical reaction occurs between the cement mixing slurry and the sand, resulting in good cementation, good integrity, and compressive strength. High cement mixing pile; adding water glass quick-setting agent to the cement slu...

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Abstract

The invention discloses a silt-subgrade sluice foundation construction method. The silt-subgrade sluice foundation construction method comprises the steps that sand piles are adopted to replace silt around a pile position where a stirring pile is about to be placed; and cement added with water glass is adopted as a curing agent, stirred with the silt and hardened to form a cement stirring pile. Onthe basis of low construction cost, the pile forming quality is effectively guaranteed, operation is convenient, and construction is convenient.

Description

technical field [0001] The invention relates to the construction technology of a sluice, in particular to a construction method for a sluice foundation on a silt foundation. Background technique [0002] Silt geology is a relatively common geological condition in coastal areas. The common methods used for the treatment of sluice foundations located on silt foundations include bored piles, prefabricated concrete pipe piles, CFG piles, and cement mixing pile composite foundations. In terms of cost, bored piles are the most expensive, followed by prefabricated concrete pipe piles and CFG piles, and cement mixing piles are the lowest; due to low price, simple construction equipment, convenient operation process, no noise and pollution, cement mixing piles are usually the first choice is recommended. [0003] When the organic matter content such as shell debris and humus debris in the sludge is more than 3%, and there is underground confined water, the pile quality of the cement...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/36E02D27/40
CPCE02D27/36E02D27/40
Inventor 贺小康董良山李少权魏林坚谢学军陈映
Owner 广东省水利电力勘测设计研究院有限公司
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