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Novel green grouting superfine cement

A fine water and green technology, which is applied in the field of high-performance and multi-purpose composite ultra-fine cement, can solve the problems of excessive consumption of cement materials and large amount of grouting materials, so as to slow down the settlement speed, reduce the water precipitation rate, and reduce the environment pollution effect

Inactive Publication Date: 2012-12-26
SHANDONG JIANZHU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The particle size of ordinary cement particles is 10-80μm, it is difficult to enter some narrow gaps, and it is difficult to be effective in sealing
Moreover, under the condition of high groundwater flow velocity, the cement slurry is difficult to consolidate due to erosion and dilution.
Although the applicability of the cement slurry has been improved after adding water glass, the adjustment of the gelation time is not stable enough, the gel strength is low, and the stability of the gel is poor
However, the cost of chemical grout is too high, the formula is complicated, and most of the chemical grouting materials are toxic, which restricts its development

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] A green grouting ultra-fine cement slurry of a single slurry is characterized in that the following materials are stirred in proportion to form a mixed slurry:

[0023] (1) 10 parts of ultra-fine portland cement, 70 parts of ultra-fine mineral powder, 20 parts of ultra-fine fly ash, the specific surface area of ​​several components is 1000m 2 / kg;

[0024] (2) 1 part of expansion agent, calcium sulfoaluminate expansion agent;

[0025] (3) 1 part of high-efficiency water reducer, which is polycarboxylate water reducer;

[0026] (4) 1 part of diluent, which is sodium pyrophosphate;

[0027] (5) 0.1 part of retarder is sodium gluconate.

[0028] The above components are fully mixed, and the water that is 1 times the mass of the gelling material is added for stirring, and its performance is measured as follows:

[0029] The initial setting time is 187min, the final setting time is 252min, the compressive strength is 22.1MPa for 1d, 45.5MPa for 3d, 58MPa for 7d, and 68MP...

Embodiment 2

[0031] A green grouting ultra-fine cement slurry of a single slurry is characterized in that the following materials are stirred in proportion to form a mixed slurry:

[0032] (1) 50 parts of ultra-fine aluminate cement, 30 parts of ultra-fine mineral powder, 20 parts of ultra-fine fly ash, the specific surface area of ​​several components is 1200m 2 / kg;

[0033] (2) 2 parts of expansion agent, calcium sulfoaluminate expansion agent;

[0034] (3) 2 parts of superplasticizer, polycarboxylate superplasticizer;

[0035] (4) 1.5 parts of diluent is sodium pyrophosphate.

[0036] The above components are fully mixed, and the water that is 1 times the mass of the gelling material is added for stirring, and its performance is measured as follows:

[0037] The initial setting time is 25min, the final setting time is 48min, the compressive strength is 32.1MPa for 1d, 55.5MPa for 3d, 60MPa for 7d, and 58MPa for 28d.

Embodiment 3

[0039] A green grouting ultra-fine cement slurry of a single slurry is characterized in that the following materials are stirred in proportion to form a mixed slurry:

[0040] (1) 20 parts of ultra-fine portland cement, 60 parts of ultra-fine mineral powder, 20 parts of ultra-fine fly ash, the specific surface area of ​​several components is 900m 2 / kg;

[0041] (2) 1 part of expansion agent, calcium sulfoaluminate expansion agent;

[0042] (3) 1 part of high-efficiency water reducer, which is polycarboxylate water reducer;

[0043] (4) 0.5 part of diluent is sodium pyrophosphate.

[0044] The above components are fully mixed, and the water of 0.8 times the mass of the gelling material is added for stirring, and its performance is measured as follows:

[0045] The initial setting time is 156min, the final setting time is 200min, the compressive strength is 20.1MPa for 1d, 42.8MPa for 3d, 56MPa for 7d, and 64MPa for 28d.

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Abstract

The invention discloses novel green grouting superfine cement. The superfine cement comprises the following minerals of superfine silicate cement, superfine aluminate cement, superfine mineral powder, superfine coal ash, a swelling agent, a water reducing agent, a retarding agent and a diluting agent. The temperature range of the superfine cement when in use is 5-60 DEG C; the compression strength of cement stone is more than 20 MPa within 24 hours, the compression strength within 3 days is more than 42 MPa, the compression strength within 7 days is more than 55 MPa, and the compression strength within 28 days is more than 65 MPa; the initial setting time of the cement is 23-208min, the final setting time is 45-223min, time is adjustable and controllable, and the cement is high in penetrating power and can penetrate through a narrow gap with a width of 15 mum; a cement slurry body with controllable setting time and controllable strength can be formed on the premise of a water-to-cement ratio ranging from (1 to 1) to (3 to 1); and the superfine cement can be applied to seepage prevention, leaking stoppage and reinforcement in excavation of projects such as water dams, mine roadways, tunnels and the like, and is a novel green blocking material.

Description

technical field [0001] The invention relates to the fields of reinforcing dam foundations, sealing underground tunnels, underground water flow during coal mine excavation, strengthening tunnel side walls, and treating weak foundations before excavation of various underground buildings. It is a high-performance and multi-purpose composite superstructure fine cement. technical background [0002] The stratum structure in the natural state has a certain porosity, and these tiny gaps will lead to the reduction of structural strength or the flow of groundwater. When excavating mines and underground tunnels, groundwater will enter the excavation face along the cracks in the rock strata, affecting the work process and even causing engineering disasters such as landslides. At present, the method to deal with this kind of soft structure is grouting. After mixing the material with filling and cementing ability with water, the grouting equipment is used to add the pores of the forma...

Claims

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Application Information

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IPC IPC(8): C04B28/06C04B28/04C04B111/70
Inventor 岳雪涛刘立红孙德明肖鹏
Owner SHANDONG JIANZHU UNIV
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