Early strength micro expansion steel fiber road concrete

A steel fiber and micro-expansion technology, applied in the field of concrete, can solve the problems of concrete cracking and setting a large number of expansion joints, restricting large-scale application, long-term maintenance and other problems, so as to shorten the maintenance period and improve the traffic environment , The effect of convenient construction

Inactive Publication Date: 2006-11-08
SHANGHAI JIAO TONG UNIV
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Problems solved by technology

[0004] After searching the literature of the prior art, it was found that the Chinese patent application number CN200410016581.4, the patent name is "Road Concrete Admixture for Improving Flexural Strength", this patent achieves concrete flexural resistance by adding an admixture to ordinary concrete The strength is improved, but it does not solve the cracking of concrete and the defects of setting a large number of expansion joints
At the same time, after the cement concrete pavement is poured, it usually requires a long period of maintenance. Generally, the concrete needs to be maintained for 14-21 days before it can be opened to traffic, which also limits and restricts its wide-ranging application in road engineering.

Method used

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  • Early strength micro expansion steel fiber road concrete

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Embodiment Construction

[0018] The following embodiments are provided in conjunction with the contents of the present invention:

[0019] The early-strength micro-expansion steel fiber concrete material is made of ordinary Portland cement, coarse aggregate, fine aggregate, expansion agent, steel fiber, early-strength water reducer and water in a certain proportion, and is completed by the following process: first The cement, expansion agent powder and early-strength superplasticizer powder required by the mix ratio design are dry-mixed for 30 seconds, then coarse aggregate and fine aggregate are added, and the mixing time is 15 seconds to 1 minute, then steel fiber is added and stirred for 30 seconds ; Finally, add water and stir to form a concrete mixture. The mixing time is 2-3 minutes. Pave the pavement with the well-mixed concrete mixture, and vibrate properly, and the vibrating time should not exceed 2 minutes. Carry out proper maintenance after pouring and molding, and open the road after 3 da...

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Abstract

The early strength microswelling steel fiber reinforced road concrete is used in building engineering. It consists of Portland cement 10-15 wt%, coarse aggregate 45-50 wt%, fine aggregate 25-30 wt%, water 4.1-6.55 wt%, expansion agent 1.5-1.8 wt%, steel fiber 3.0-3.5 wt%, early strength water reducing agent 0.35-0.45 wt%. By means of the steel fiber with high breaking strength, high impact strength and excellent wear resistance, the cement concrete road poured with the road concrete has shortened cure period, low maintenance cost, long service life, effectively reduced extension joint, less noise and environment friendship.

Description

technical field [0001] The invention relates to a concrete, in particular to an early-strength micro-expansion steel fiber road concrete. Used in the field of construction engineering technology. Background technique [0002] At present, my country's highway construction is in a stage of rapid development, and most of its road surfaces are asphalt pavement, while cement concrete pavement accounts for a small part. However, my country's asphalt resources are limited, and a large part of it depends on imports. Relatively speaking, my country's cement production is large and widely distributed, and it can be supplied locally in various places, and the cement concrete pavement has high rigidity, strong bearing capacity, good stability and long service life. , less daily maintenance costs and other advantages. Therefore, in order to meet the needs of the rapid and stable development of the national economy and further accelerate the pace of my country's highway construction, esp...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B14/04C04B14/48C04B22/14
Inventor 陈兵
Owner SHANGHAI JIAO TONG UNIV
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