Concrete anti-seismic impact-resistant anti-cracking agent

A technology of anti-cracking agent and concrete, which is applied in the field of anti-seismic, anti-shock and anti-cracking agent of concrete, which can solve the problems that concrete cracking cannot be effectively solved, and it is difficult to ensure concrete

Inactive Publication Date: 2013-07-10
上海武冠新材料有限公司
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  • Claims
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Problems solved by technology

However, these methods are difficult to ensure that the concrete does not crack under the action of dynamic load or control the

Method used

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  • Concrete anti-seismic impact-resistant anti-cracking agent
  • Concrete anti-seismic impact-resistant anti-cracking agent

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Embodiment Construction

[0010] 1. Concrete anti-seismic anti-shock anti-cracking agent weight ratio composition:

[0011] Industrial aluminum sulfate Silica fume Sulphoaluminate clinker Anhydrite Sodium dodecyl sulfate High strength imitation steel wire fiber active stimulator 15 10 27 39.8 0.2 3 5

[0012] Grind together 15 parts by weight of industrial aluminum sulfate, 10 parts by weight of silica fume, 39.8 parts by weight of anhydrite and 27 parts by weight of sulphoaluminate clinker as described above until the specific surface area is 200-300m 2 / Kg, then add 0.2 parts by weight of sodium lauryl sulfate, 3 parts by weight of high-strength imitation steel wire fibers and 5 parts by weight of active activator to make concrete anti-seismic anti-shock anti-cracking agent.

[0013] When used, it is directly mixed into the concrete at a dosage of 6-8% (accounting for the total weight of the cementitious material). After participating in the hydration reaction, the c

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Abstract

The invention discloses concrete anti-seismic impact-resistant anti-cracking agent. The anti-cracking agent is a mixture of the following materials in parts by weight: 13-17 parts of industrial aluminum sulfate, 2-5 parts of high-strength imitated steel wire fiber, 0.1-0.4 part of lauryl sodium sulfate, 7-13 parts of silica fume, 34.5-45 parts of anhydrite, 23-30 parts of sulfoaluminate clinker and 3-7 parts of active excitant; during a concrete preparation process, the weight of cementing material doped in the concrete is 6%-8%, so that the shrinkage of the concrete is compensated at a plastic stage and each stage after the hardening stage, and therefore, the anti-bending anti-folding capacity of the concrete can be increased, the anti-seismic impact-resistant performances and anti-cracking seepage-proofing performances of the concrete are improved and the durability of the structure is greatly strengthened.

Description

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Claims

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Application Information

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Owner 上海武冠新材料有限公司
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