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Preparation method of mechanical rotary drilling pile wall-retaining slurry

A technology of rotary excavation piles and mud, which is applied in the field of mechanical rotary excavation pile retaining mud preparation, which can solve the problems of high cost of retaining mud, high sand content, and increased transport distance

Inactive Publication Date: 2019-06-11
CHONGQING CONSTR ENG SECOND CONSTR CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Analyzing the research and application status of retaining mud, the problems in the preparation and application of retaining mud are as follows: 1. The cost of preparing retaining mud with bentonite is high; as a mineral, bentonite has regional distribution, and currently many regions in China do not produce bentonite , the use of bentonite to prepare wall protection mud needs to be purchased from other places, and the increase in transportation distance also leads to an increase in the price of bentonite, which leads to an increase in the preparation cost of wall protection mud
2. Using clay to prepare wall protection mud has a high sand content; using clay instead of bentonite to prepare wall protection mud can significantly reduce the preparation cost, but it also leads to increased sand content and lower viscosity of the mud, which also affects the stability of the mud
3. The viscosity and relative density of the retaining mud are low. The relative density of the slurry is low when using clay and bentonite to compound the preparation of the retaining mud. In order to increase the relative density of the slurry, it is usually necessary to add raw materials with higher densities such as barite, resulting in Performance indicators such as slurry viscosity decrease
4. The recycling rate of retaining mud is low; using cementitious materials with hydration hardening characteristics to prepare retaining mud can improve the consolidation ability of the slurry, but the stability of the slurry is also reduced due to the continuous hydration of the cementitious material in the mud , the recycling rate is significantly reduced
The accumulation of high-calcium and high-sulfur coal ash will cause environmental pollution problems such as soil pollution and water pollution.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0049] The preparation method of mechanical rotary excavation pile retaining wall mud of the present embodiment adopts the following materials in parts by mass;

[0050] 70 parts of high calcium and high sulfur coal burning ash;

[0051] 20 parts of bentonite;

[0052] 10 parts of carbide slag;

[0053] 0.5 parts of sodium bicarbonate;

[0054] 0.10 parts of lignosulfonate;

[0055] 2.0 parts of redispersible latex powder;

[0056] 0.15 parts of hydroxypropyl methylcellulose ether;

[0057] 0.02 parts of polyacrylamide;

[0058] 120 parts of water;

[0059] Prepared by the following steps,

[0060] a High-calcium and high-sulfur coal-fired ash is ground by a ball mill for 5 to 10 minutes, then added with bentonite, stirred evenly, homogenized, and left to stand for 1-2 days to form a uniform slurry-making material.

[0061] B. Weigh carbide slag and sodium bicarbonate, stir together with the homogenized powder obtained in step a, then add water, and stir to form a flui...

Embodiment 2

[0069] The preparation method of mechanical rotary excavation pile retaining wall mud of the present embodiment adopts the following materials in parts by mass;

[0070] 75 parts of high calcium and high sulfur coal burning ash;

[0071] 15 parts of bentonite;

[0072] 10 parts of carbide slag;

[0073] 0.5 parts of sodium bicarbonate;

[0074] 0.10 parts of lignosulfonate;

[0075] 1.5 parts of redispersible latex powder;

[0076] 0.15 parts of hydroxypropyl methylcellulose ether;

[0077] 0.02 parts of polyacrylamide;

[0078] 110 parts of water;

[0079] The specific preparation steps are the same as in Example 1 in this example.

Embodiment 3

[0081] The preparation method of mechanical rotary excavation pile retaining wall mud of the present embodiment adopts the following materials in parts by mass;

[0082] 80 parts of high calcium and high sulfur coal burning ash;

[0083] 12 parts of bentonite;

[0084] 8 parts of carbide slag;

[0085] 0.8 parts of sodium bicarbonate;

[0086] 0.08 parts of lignosulfonate;

[0087] 1.5 parts of redispersible latex powder;

[0088] 0.10 parts of hydroxypropyl methylcellulose ether;

[0089] 0.03 parts of polyacrylamide;

[0090] 100 parts of water;

[0091] The specific preparation steps are the same as in Example 1 in this example.

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PUM

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Abstract

The invention discloses a preparation method of mechanical rotary drilling pile wall-retaining slurry. The method is characterized by comprising the following steps: a, using a main material of a pulping agent having excitation expansion performance and main component SiO2 to prepare powder, performing uniform stirring, and allowing the stirred material to stand for 1-2 days for homogenization toform a uniform pulping material; b, adding an excitant and a swelling agent into the pulping material obtained in the step a, performing uniform mixing, adding water, and performing mixing under stirring to complete excitation and expansion of the main material of the pulping agent; and c, adding a dispersant, a tackifying agent, a thickening agent and a water retaining agent as auxiliary materials, and performing uniform mixing under stirring to prepare the wall retaining slurry. According to the preparation method provided by the invention, the wall retaining slurry prepared by the method has the advantages of better quality, lower preparation costs and better self-consolidation performance.

Description

technical field [0001] The invention belongs to the technical field of wall protection mud, and in particular relates to a method for preparing wall protection mud of mechanical rotary excavation piles. Background technique [0002] At present, bentonite is still the first choice for domestic preparation of retaining mud, especially when forming holes in soft soil foundations, the excellent slurry-making performance of bentonite strongly guarantees the safety of hole formation in wet operations. However, in order to reduce construction costs and utilize local materials, some projects use clay mixed with organic polymers such as polyacrylamide (PHP) and carboxymethyl cellulose (CMC) to prepare wall retaining mud, which has achieved good engineering application results. When clay is used as a pulping material, higher requirements are put forward for the content of montmorillonite, pulping rate, sand content, and plasticity index in the clay. Moreover, since the pulping rate of...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00
Inventor 何向东贾兴文李俊萌王洪木蔡静胡皞叶腾茂王平唐茂华骆佳银
Owner CHONGQING CONSTR ENG SECOND CONSTR CO LTD
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