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Profundity sterilization borehole face high-strength high-performance concrete

A high-performance concrete, freezing well technology, applied in climate sustainability, sustainable waste treatment, solid waste management, etc., can solve the problems of easily crushed well wall, reduced thickness of frozen wall, difficult to obtain materials on site, etc. , to achieve the effect of strong overall bearing capacity and sealing water, prevention of temperature difference cracks and shrinkage cracks, and fast well construction

Inactive Publication Date: 2008-04-02
盛天宝 +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The materials used can make the concrete reach the high grade of C70-C80, but there are still deficiencies. The domestic production of silica fume is small, and the price is more than ten times that of cement. The cost of replacing cement with silica fume is high; high-grade cement, high-quality sand, Stone, it is very difficult to obtain local materials, and the cost of concrete preparation is high; the viscosity of silica fume concrete is high, the mixing time is prolonged, and the construction techniques such as pouring, tamping, surface smoothing, and maintenance are relatively complicated
The concrete prepared by the general method has low early strength, and the outer well wall is subjected to high freezing pressure, and the well wall is easily crushed; the prepared concrete has a high grade of cement and a large amount of hydration heat as high as 75-80°C, and the permafrost thaws a wide range , the thickness of the frozen wall is thinned, which affects the safety of sinking; the thawing range of permafrost is large, the pressure of secondary thawing is large, and the outer well wall is easily damaged again; the heat of hydration is high, and the inner well wall is prone to temperature cracks. Well wall leakage

Method used

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Examples

Experimental program
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Effect test

Embodiment 1

[0012] Set up a concrete mixing station at the wellhead, install a forced mixer, measure according to the weight of each component of concrete raw materials: P. kg, J851-D type early strength superplasticizer 25kg, water 153kg. Put the solid raw materials into the hopper, lift the hopper into the mixer, add water into the mixer for mixing, the mixing time is ≥90s, put the mixed concrete into the bottom dump bucket, and pour it in the well. The prepared concrete is C70 low-heat-of-hydration early-strength high-performance concrete for the outer well wall, with a slump of 190mm, and its 3d, 7d, and 28d compressive strengths respectively reach 60.2MPa, 66.1MPa, and 87.8MPa. Heat up to 59.5°C. Low heat of hydration and high early strength can effectively prevent the outer well wall from being crushed.

[0013] Set up a concrete mixing station at the wellhead, install a forced mixer, measure according to the weight of each component of the concrete raw material: P. kg, JQ-D type...

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Abstract

The present invention discloses a concrete with high strength and high performance for deeply and thickly frozen well wall. The double-doping technology of milled slag as the main mineral doping and different chemical doping is used; the invention is prepared after optimized combination and blending of mixture. The concrete is made by mixing P.0.42.5cement, machine-made sand, limestone rubble, milled rubble, I-level powder coal ash, TK-M intensifier, J851-D early strengthening high-early-strength water reducing agent, JQ-D anti-crack intensifying agent, high-efficiency water reducing agent of liquid polycarboxylic salt, and water. The present invention has the characteristics of the low preparation cost, the simple operation process, the applicability to engineering of the inside of a deeply and thickly frozen and a well wall on the outer layer, and so on.

Description

Technical field: [0001] The invention belongs to the technical field of shaft sinking concrete shaft wall by freezing method of deep and thick alluvial layer in mine vertical shaft. Background technique: [0002] Sinking by freezing method is the main special construction method for shafts passing through deep alluvium at home and abroad. More than 500 mine shafts have been built and are under construction using the freezing method in China. Before 2000, the maximum thickness of the shafts passing through the alluvial layer was 383m. With the increase in demand for coal, the resource development intensity of coal buried under the deep alluvial layer is gradually increasing. The thickness of the new well passing through the alluvium has exceeded 500m. As the freezing depth increases, the freezing pressure, water pressure, and ground pressure also increase, which puts forward higher requirements for the strength and performance of the shaft wall concrete. The existing high-s...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B14/06C04B18/12
CPCC04B2111/29C04B2103/302C04B2111/00612C04B28/02Y02W30/91C04B14/06C04B14/28C04B18/141C04B32/02C04B2111/343C04B24/2641
Inventor 盛天宝白云来魏世义陈新明王俊臣陈文豹田亚军慕松利王世久祁书峰
Owner 盛天宝
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