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Gravity filling mortar

A mortar and gravity technology, applied in the field of concrete additives, can solve the problems of difficult to meet at the same time, unqualified mortar fluidity and early strength, and no obvious advantages, so as to achieve controllability, improve mortar strength, and prevent shrinkage cracking. Effect

Active Publication Date: 2012-05-02
NANTONG KEDA BUILDING MATERIALS
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] High-fluidity and high-strength gravity-filled mortar was originally issued by Beijing-Shanghai High-speed Railway Co., Ltd. and China Academy of Railway Sciences in January 2011, "Interim Technical Requirements for Gravity-filled Mortar for Beijing-Shanghai High-speed Railway Sound / Wind Barrier" In order to propose a special engineering material, many domestic scientific research institutions and enterprises and institutions have actively developed and researched, and have achieved relatively good technological breakthroughs, but it is difficult to meet the technical requirements of various indicators at the same time.
For example, the gravity mortar of Zhengzhou Zhubang Building Materials Company and Changsha Jiaotai Company has good 28-day compressive strength, but the fluidity and early strength of the mortar are unqualified, which is mainly due to the mismatch between the cement base material and the admixture components. The technical index of gravity mortar of Henan Dittman Company just meets the standard requirements, but it does not have obvious advantages and needs to be further improved

Method used

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0019] formula:

[0020] 400kg of sulfoaluminate cement with a strength grade of 42.5, 0.5kg of naphthalene-based superplasticizer (produced by Sichuan Hengze Building Materials Co., Ltd.), 0.1kg of citric acid, and 0.05 calcium formate kg, 0.01kg of starch, 0.1kg of fluorine-based defoamer, 599.24kg of aggregate (including 178.12kg of ceramsite with a particle size of 0.5-3mm, 182.12kg of 30-80 mesh quartz sand, and a fineness modulus of 0.65-1 River sand 239kg).

[0021] During construction, add water to the above product and stir to form a slurry (the weight ratio of water to dry powder mortar of this product is 0.16).

Embodiment 2

[0023] formula:

[0024] 500kg of sulfoaluminate cement with a strength grade of 42.5, 5kg of HZ-3 sulfamate superplasticizer (produced by Sichuan Hengze Building Materials Co., Ltd.), 0.5kg of citric acid, formic acid 0.25kg of calcium, 0.05kg of starch, 0.5kg of silicon defoamer (polydimethylsiloxane), 493.7kg of aggregate (including 146.35kg of ceramsite with a particle size of 0.5-3mm, 150.35kg of 30-80 mesh quartz sand kg, 197kg of river sand with a fineness modulus of 0.65-1).

[0025] During construction, add water to the above product and stir to form a slurry (the weight ratio of water to dry powder mortar of this product is 0.16).

Embodiment 3

[0027] formula:

[0028] 600kg of sulfoaluminate cement with a strength grade of 42.5, 10kg of polycarboxylate superplasticizer NT-201 (produced by Suzhou Fuke New Building Materials Co., Ltd.), 1kg of citric acid, 0.5kg of calcium formate, 0.1kg of starch, fluorine Antifoaming agent 1kg, aggregate 387.4kg (including 115kg of ceramsite with a particle size of 0.5-3mm, 117.4kg of quartz sand with a particle size of 30-80 mesh, and 155kg of river sand with a fineness modulus of 0.65-1).

[0029] During construction, add water to the above product and stir to form a slurry (the weight ratio of water to dry powder mortar of this product is 0.16).

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Abstract

The invention relates to gravity filling mortar, which is characterized by consisting of the following components in percentage by weight: 40 to 60 percent of sulphoaluminate cement, 0.05 to 1 percent of water reducing agent, 0.01 to 0.1 percent of retarder, 0.005 to 0.05 percent of early strength agent, 0.001 to 0.01 percent of stabilizer, 0.01 to 0.1 percent of antifoaming agent and the balanceof aggregate. The various performance indexes of the gravity filling mortar are superior to those of the traditional filling mortar and other similar products; and initial fluidity is more than or equal to 360mm, the retention value of 30mm fluidity is more than or equal to 340mm, 2h compressive strength is more than or equal to 20MPa, 1d compressive strength is more than or equal to 50MPa, 28d compressive strength is more than or equal to 60MPa, 56d compressive strength is not less than 28d strength, 90d compressive strength is not less than 56d strength, 1d vertical expansivity is more thanor equal to 0.02 percent, 28d shrinkage is less than or equal to 0.1 percent, and bleeding and settlement are avoided.

Description

technical field [0001] The invention relates to the field of concrete additives, in particular to a gravity filling mortar. Background technique [0002] High-fluidity and high-strength gravity-filled mortar was originally issued by Beijing-Shanghai High-speed Railway Co., Ltd. and China Academy of Railway Sciences in January 2011, "Interim Technical Requirements for Gravity-filled Mortar for Beijing-Shanghai High-speed Railway Sound / Wind Barrier" In order to propose a special engineering material, many domestic scientific research institutions and enterprises and institutions have actively developed and researched it, and have achieved relatively good technological breakthroughs, but it is difficult to meet the technical requirements of various indicators at the same time. For example, the gravity mortar of Zhengzhou Zhubang Building Materials Company and Changsha Jiaotai Company has good 28-day compressive strength, but the fluidity and early strength of the mortar are unq...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/06
Inventor 钱炳黄泰东罗小庆
Owner NANTONG KEDA BUILDING MATERIALS
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