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Alluvial plain karst developing district drilling pile formation wall protection mud and preparation method thereof

A development zone and mud technology, applied in the direction of drilling composition, chemical instruments and methods, etc., can solve the problems that mud cannot be applied, has no innovation, and limits the application range of drilling and pile technology, so as to prevent hole collapse and reduce Unnecessary losses and the effect of reducing the probability of pile foundation construction accidents

Inactive Publication Date: 2018-02-27
SHENYANG POLYTECHNIC UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the mud combination ratio used in the drilling and piling technology tends to be consistent and there is no innovation, which greatly limits the application range of the drilling and piling technology
At the same time, since the same mud cannot be applied to all landforms, it is necessary to develop mud suitable for different landforms according to different landforms.

Method used

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  • Alluvial plain karst developing district drilling pile formation wall protection mud and preparation method thereof
  • Alluvial plain karst developing district drilling pile formation wall protection mud and preparation method thereof
  • Alluvial plain karst developing district drilling pile formation wall protection mud and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] The preparation method of drilling and pile-forming mud in the karst development area of ​​the alluvial plain:

[0031] The raw material components of the mud and the mass percentages of each component in the total raw material are as follows:

[0032] Water: clay: sodium carbonate: polyacrylamide: carboxymethylhydropropyl cellulose: water glass: iron chromium lignosulfonate: barite powder=100 parts: 10 parts: 0.25 parts: 0.03 parts: 0.5 parts: 0.9 parts: 0.1 parts: 0.2 parts.

[0033] Step 1. Weigh water, clay, sodium carbonate, polyacrylamide, carboxymethyl hydroxypropyl cellulose, water glass, iron chromium lignosulfonate, potassium humate, and barite powder according to the test plan, and place them in a cool and ventilated place. place.

[0034] Step 2. Heat an appropriate amount of water to 50°C, then pour the weighed polyacrylamide, carboxymethyl hydroxypropyl cellulose, and water glass into water, stir for three hours with a mixer, and store the mixed liquid i...

Embodiment 2

[0040] Embodiment 2: method is the same as embodiment 1

[0041]

[0042]

Embodiment 3

[0043] Embodiment 3: specific method is the same as embodiment 1

[0044]

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PUM

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Abstract

The invention discloses alluvial plain karst developing district drilling pile formation wall protection mud which is prepared from the components in parts by mass: 100 parts of water, 6-10 parts of clay, 5-14 parts of sodium bentonite, 0.2-0.3 part of sodium carbonate, 0.002-0.005 part of polyacrylamide, 0.5-0.6 part of carboxymethyl hydroxypropyl cellulose, 0.6-0.9 part of water glass, 0.1-0.3 part of ferric chromium lignin sulfonate, 0.1-0.3 part of barite powder and 0.25-0.5 part of potassium humate. The mud prepared by the invention is suitable for an alluvial plain karst developing district drilling pile formation technology and lowers the probability of occurrence of safety accidents of drilling pile formation. A result of interaction of the mud and a stratum is changed by changingthe performance index of the mud, so that the safety coefficient of construction is increased, and the technical defect of drilling a complex strata is made up.

Description

Technical field: [0001] The invention belongs to the field of building materials, in particular to the technical field of drilling pile-forming mud in alluvial plain karst development areas. Background technique: [0002] In engineering construction, holes (such as cast-in-situ piles, etc.) or deep grooves (such as cut-off walls, etc.) are often drilled in gravel soil strata to pour pile foundations or pour concrete seepage walls in situ. How to improve the hole-forming and trough-forming quality of bored piles or cut-off walls in complex strata has been paid more and more attention by engineers and technicians. Bored piles are favored by people for their high single pile bearing capacity, high shear compressive strength, easy construction, not subject to stratum conditions, and not easy to deform and break piles. preferred basis. With the increase of the number of high-rise buildings and the increase of the span of bridge engineering, the load on the foundation is increas...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C09K8/14
Inventor 马晨峰黄志强肖靖耀张润宝王康康李香仪江菏曲王耀明
Owner SHENYANG POLYTECHNIC UNIV
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