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Early-strength grouting material for installation of overweight and oversized equipment and its construction method

A technology for equipment installation and grouting materials, which is applied in the field of early-strength grouting materials to achieve the effects of fast setting speed, high mechanical performance and convenient construction

Inactive Publication Date: 2011-12-28
中冶检测认证(上海)有限公司
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Therefore known grouting material exists above-mentioned inconvenience and problem

Method used

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  • Early-strength grouting material for installation of overweight and oversized equipment and its construction method

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Embodiment 1

[0034] Adopt the early-strength grouting material that overweight, oversized equipment installation of the present invention is used, its proportioning is counted as in parts by mass:

[0035] Cement: 1.00

[0036] Fly ash: 0.21

[0037] Expansion agent: 0.1

[0038] Coagulant regulator: 0.15

[0039] Retarder: 0.004

[0040] Water reducer: 0.004

[0041] Yellow sand: 1.19

[0042] Defoamer: 0.004

[0043] Pebbles: 1.1.

[0044] Among them: the cement is P042.5R, the fly ash is low-calcium grade II ash, the expansion agent is calcium sulfoaluminate, the coagulation regulator is gypsum, the retarder is sodium gluconate, and the water reducer is acrylic acid graft copolymerization The yellow sand has a particle size of 0.315-5mm, the medium-coarse sand with a fineness modulus Mx of 2.3-3.7, the pebbles have a particle size of 5-10mm, and the defoaming agent is silicon dioxide.

[0045] A construction method of an early-strength grouting material for overweight and oversi...

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Abstract

An early-strength grouting material for overweight and oversized equipment installation is characterized in that the raw materials are composed of cement, fly ash, expansion agent, coagulation regulator, retarder, water reducer, yellow sand, defoamer and pebbles, and its The ratio is calculated in parts by mass: cement: 1.00~1.05, fly ash: 0.18~0.22, expansion agent: 0.1~0.12, coagulation regulator: 0.13~0.16, retarder: 0.003~0.005, water reducer: 0.003~0.005, yellow sand: 1.09~1.29, defoamer: 0.004~0.006, pebble: 1.1~1.3. The early-strength grouting material for installation of super-heavy and super-large equipment and the construction method thereof have the advantages of super-early strength, fast setting speed, high mechanical performance, shortened construction period, and reduced engineering cost.

Description

technical field [0001] The invention relates to an early-strength grouting material for foundation engineering, in particular to an early-strength grouting material for overweight and oversized equipment installation and a construction method thereof. Background technique [0002] Grouting material is a kind of powder formulated with cement, expansion agent, water reducer, defoamer and other additives. When in use, it can be used after adding water and stirring evenly, which is very convenient. The grouting material has the characteristics of leveling, early strength, high strength, micro-expansion, and no pollution to the surrounding environment, so it is widely used in metallurgical industry, electric power industry, transportation industry and other fields. [0003] In the oil and gas (large diameter) longitudinal welded pipe project constructed by Baosteel, the main line of the longitudinal welded pipe production line project is the introduction of complete sets of tech...

Claims

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Application Information

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IPC IPC(8): C04B28/04E04G21/02
Inventor 王辉蓉邹道波代华香林强杨波
Owner 中冶检测认证(上海)有限公司
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