Self-compacting, self-stressing and self-curing high-strength concrete and preparation method thereof

A high-strength concrete, self-stressing technology, applied in clay preparation devices, chemical instruments and methods, manufacturing tools, etc., can solve the problems of hollowing out of steel pipe and concrete, difficult maintenance, and pitted surface, so as to improve bearing capacity and solve maintenance difficulties. Effect

Inactive Publication Date: 2017-11-03
WUHAN UNIV
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  • Claims
  • Application Information

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Problems solved by technology

[0005] In order to solve engineering problems such as serious self-shrinkage of high-strength concrete with steel tubes, difficulty in maintenance, voids between steel tubes and concrete, pitting, etc., the invention provides a self-compacting, self-stressing, self-curing high-strength concrete and a preparation method thereof

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  • Self-compacting, self-stressing and self-curing high-strength concrete and preparation method thereof
  • Self-compacting, self-stressing and self-curing high-strength concrete and preparation method thereof
  • Self-compacting, self-stressing and self-curing high-strength concrete and preparation method thereof

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Embodiment Construction

[0041] In combination with the invention, the preparation method of self-compacting, self-stressing and self-curing high-strength concrete is described in detail below. It should be understood that the embodiments described here are only used to illustrate and explain the present invention, not to limit the present invention.

[0042] The present invention prepares a self-compacting, self-stressing and self-curing high-strength concrete, and its raw material mixing ratio (according to 1m 3 The amount of concrete material calculated) and performance are as follows:

[0043] The cement adopts 42.5 ordinary Portland cement, the 28d compressive strength is controlled at 52±2MPa, the strength variation coefficient is small, it is suitable for configuring high-strength concrete, and its performance indicators meet the relevant regulations of "General Portland Cement" GB175-2007, apparent density 3010kg / m 3 ; Grade I fly ash: Macheng Grade I fly ash, apparent density is 2090kg / m 3 , Water ...

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Abstract

The invention belongs to the technical field of building materials, and particularly relates to self-compacting, self-stressing and self-curing high-strength concrete and a preparation method thereof. The self-compacting, self-stressing and self-curing high-strength concrete is prepared by mixing cement, fly ash, mineral powder, microbeads, medium sand, gravel, an expanding agent, high molecular absorbent resin SAP, a polycarboxylate superplasticizer and water according to a certain ratio. Through the adoption of the polycarboxylate superplasticizer and addition of a mineral admixture, the concrete is not required to be vibrated and can be compacted through self-leveling; through the addition of the high-efficiency expanding agent, the concrete generates initial self-stress, drying self-shrinkage of the concrete is reduced, and disengagement, a pitted surface and other engineering problems of steel tube concrete are solved; through the addition of the pre-absorbent high molecular resin SAP into the concrete, the problem that the steel tube concrete is difficult to cure is solved. Therefore, the self-compacting, self-stressing and self-curing high-strength concrete has a wide engineering application prospect.

Description

Technical field [0001] The invention relates to a self-compacting, self-stressing and self-curing high-strength concrete and a preparation method thereof, belonging to the technical field of building materials. Background technique [0002] With the rapid development of high-rise and super-high-rise building structures and large-span bridge structures, the application of high-strength and ultra-high-strength concrete has become more and more extensive. The concrete-filled steel tube structure composed of high-strength and ultra-high-strength concrete and high-strength steel can reduce the building area and increase the bearing capacity of components. [0003] In high-strength concrete, the amount of cementing material is large, the water-to-binder ratio is low, and the cementing material is not fully hydrated, resulting in a large auto-shrinkage of the concrete. In the concrete-filled steel tube, there are engineering problems such as the void of the steel tube and the concrete an...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04B28C5/00B28B11/24
CPCC04B28/04B28B11/245B28C5/003C04B2201/50C04B2201/52C04B18/08C04B18/141C04B22/064C04B22/066C04B22/14C04B14/06C04B14/02C04B2103/302C04B24/24
Inventor 徐礼华李彪池寅颜燕祥李长宁黄彪时豫川
Owner WUHAN UNIV
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