Foundation pit microbial soil gravity type enclosure structure and construction method thereof

A technology of enclosure structure and construction method, applied in the direction of microorganism-based methods, infrastructure engineering, biochemical equipment and methods, etc., can solve the problem of low uniformity of solidified soil, low compressive and shear strength, and poor durability of soil To achieve the effect of slowing down the cementation reaction rate, improving compactness, compression resistance and impermeability

Active Publication Date: 2021-09-21
HAINAN UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing microbial soil reinforcement technology often uses a step-by-step method to separately inject the bacterial solution and the cementing solution into the soil, such as patent 201510900093.8, a microbial soil-fixing CFG pile composite foundation and its construction method, and patent 201610933803.1, a shield tunnel end In the microbial reinforcement area construction in the microbial reinforcement structure and its construction method, the soil solidification method is carried out in two steps, so that the bacteria liquid, the cement solution and the soil are mixed and solidified to obtain the microbial soil reinforcement enclosure structure; but the existing microbial soil Soil solidification is easily induced by microorganisms, the controllability of the cementation reaction rate is poor, and the uniformity of the solidified soil is low, especially the soil solidified on soft soil foundations has poor durability and low compressive and shear strength; therefore, it is urgent to find A foundation pit microbial soil gravity enclosure structure and construction method to improve the uniformity and durability of solidified soil and improve the performance of microbial soil gravity enclosure structure

Method used

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  • Foundation pit microbial soil gravity type enclosure structure and construction method thereof
  • Foundation pit microbial soil gravity type enclosure structure and construction method thereof
  • Foundation pit microbial soil gravity type enclosure structure and construction method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0031] A microbial soil gravity enclosure structure for a foundation pit, which is mixed with the soil body by a stirring pile machine or a high-pressure jet grouting machine using a composite bacterial solution, a cementing solution, and a solid-carrying material, and then solidified to form a continuous lapped microbial soil column reinforcement Wall; the solid-loaded material is mixed with straw fiber powder and expanded perlite powder with a mass ratio of 7:2;

[0032] The cementing solution includes a concentration of 1.0mol / L calcium chloride solution, 1.0mol / L urea solution and pH=5.5, 0.05mol / L sodium phosphate buffer;

[0033] The composite bacterial solution includes Bacillus pasteurianus with concentration OD600=1.5, Bacillus colii with concentration OD600=0.7 and nutrient salt solution, containing 6.5g soybean peptone, 17g tryptone and 4g soybean meal peptone in every 1L of nutrient salt solution , 5.5g sodium chloride and 20g urea, the pH value of nutrient salt so...

Embodiment 2

[0036]A construction method for a foundation pit microbial soil gravity type enclosure structure, comprising the following steps:

[0037] Step 1: Pile driver positioning, the pile position is determined by the stirring pile driver;

[0038] Step 2: Stir the compound bacterial liquid to sink: the stirring pile driver pours the bacterial liquid and solid-carrying materials, and pre-mixes the compound bacterial liquid and solid-carrying materials during the rotation and sinking process. When the shotcrete port sinks to the design depth, it will Spray the compound bacterial liquid mixture for 60s;

[0039] Wherein, the composite bacterial solution includes Bacillus pasteurianus with concentration OD600=1.3, Bacillus colii with concentration OD600=0.6 and nutrient salt solution, containing 6g soybean peptone, 16g tryptone, 3g soybean meal peptone, 5g sodium chloride and 19g urea, the pH value of nutrient salt solution is 7.2;

[0040] The solid-carrying material is a mixture of ...

Embodiment 3

[0049] A construction method for a foundation pit microbial soil gravity type enclosure structure, comprising the following steps:

[0050] Step 1: Pile driver positioning, the pile position is determined by the high-pressure jet grouting machine;

[0051] Step 2: Stir the composite bacterial solution to sink: the high-pressure jet grouting machine pours the bacterial solution and solid-carrying materials, and pre-mixes the composite bacterial solution and solid-carrying materials during the rotation and sinking process. When the grouting port sinks to the design depth, Spray the compound bacterial liquid mixture on the spot for 70s;

[0052] Wherein, the composite bacteria solution includes Bacillus pasteurianus with concentration OD600=1.5, Bacillus colii with concentration OD600=0.8 and nutrient salt solution, containing 7g soybean peptone, 18g tryptone, 5g soybean meal peptone, 6g sodium chloride and 21g urea, the pH value of nutrient salt solution is 7.3;

[0053] The s...

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Abstract

The invention provides a foundation pit microbial soil gravity type enclosure structure and a construction method thereof. According to the microbial soil gravity type enclosure structure, a stirring pile machine or a high-pressure jet grouting machine stirs and solidifies a composite bacteria solution, a cementation solution and an immobilization material with a soil body to form a continuously-lapped microbial soil columnar reinforced body retaining wall; the immobilization material is formed by mixing straw fiber powder and expanded perlite powder according to the mass ratio of (5-8) : (1-3); and the cementation solution is a cementation solution containing 0.05-0.1 mol/L of a sodium phosphate buffer solution, and the pH value of the sodium phosphate buffer solution is 5.5-6.8. According to the enclosure structure and the construction method thereof, the composite bacteria solution, the cementation solution and the immobilization material are stirred and solidified with the soil body, so that the cementation reaction rate induced by microorganisms can be effectively improved, and the uniformity and durability of the solidified soil body are improved.

Description

technical field [0001] The invention relates to the technical field of building foundation pit support engineering, in particular to a microbial soil gravity type enclosure structure for foundation pits and a construction method thereof. Background technique [0002] Reasonable selection of foundation pit enclosure structure is the primary work of foundation pit support design, which should be comprehensively determined according to geological conditions, requirements of surrounding environment, characteristics and cost of different support forms, etc. At present, the commonly used forms of row piles or underground diaphragm walls mainly include bored piles + cement-soil mixing piles for water stop, reinforced concrete underground diaphragm walls, steel sheet piles, SMW piles, etc. Among them, the material of bored piles + cement-soil mixing piles for water stop and reinforced concrete underground diaphragm wall is mainly reinforced concrete, which consumes a lot of material...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/04E02D5/46E02D19/18C12N1/20C12R1/07
CPCE02D17/04E02D5/46E02D19/18C12N1/20Y02W30/30
Inventor 胡俊张洪硕熊明占健健王志鑫曾晖佳琳
Owner HAINAN UNIVERSITY
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