Rock-fill concrete construction method

A technology of rockfill concrete and construction methods, which is applied in water conservancy projects, sea area engineering, coastline protection, etc., and can solve problems affecting the connection quality between layers of rockfill concrete, reducing the flow performance of self-compacting concrete, and affecting the compactness of rockfill concrete, etc. , to achieve the effect of reducing construction cost, improving compactness and improving construction efficiency

Active Publication Date: 2014-07-02
TSINGHUA UNIV
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AI Technical Summary

Problems solved by technology

If the water consumption of self-compacting concrete is too small, the flow performance of self-compacting concrete will be reduced, which will affect the compactness of rockfill concrete
If the self-compacting concrete uses too much water, bleeding may occur, which will affect the interlayer connection quality of rockfill concrete

Method used

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Embodiment Construction

[0023] The invention provides a construction method of rockfill concrete. By rolling the upper surface of the rockfill body, the fluidity of self-compacting concrete in the rockfill body can be greatly improved, which is beneficial to the self-compacting concrete and the air in the rockfill body. discharge, thereby further improving the compactness of rockfill concrete. In addition, the layered and continuous construction of rockfill concrete can greatly increase the construction speed.

[0024] The present invention will be described in further detail below with reference to the accompanying drawings and through the description of the embodiments.

[0025] Case number one:

[0026] Step 1: Pile the stones into a pile of stones. In one embodiment, template 1 is created first, such as figure 1 shown. Then stones are filled into the inside of formwork 1 to form rockfill body 2, such as figure 2 shown. In one embodiment, a dump truck can be used to directly fill the stones...

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Abstract

The invention provides a rock-fill concrete construction method. The rock-fill concrete construction method comprises the first step of stacking rocks inside a predetermined groove to form a rock-fill body, the second step of pouring self-compacting concrete on the upper surface of the rock-fill body until gaps between the rocks of the rock-fill body are filled with the self-compacting concrete, the third step of grinding the upper surface of the rock-fill body before the self-compacting concrete is initially solidified, and the fourth step of solidifying the self-compacting concrete to form rock-fill concrete. According to the rock-fill concrete construction method, the self-compacting concrete is poured on the upper surface of the rock-fill body directly, the gaps between the rocks of the rock-fill body are filled with the self-compacting concrete in a free-flow mode, and the upper surface of the rock-fill body is ground, so that the flowability of the self-compacting concrete in the rock-fill body is improved, air in the self-compacting concrete and air in the rock-fill body are conveniently exhausted, and the compactibility of the rock-fill concrete is improved.

Description

technical field [0001] The invention relates to the field of engineering construction, in particular to a rockfill concrete construction method. Background technique [0002] The traditional method is based on the method of block pouring, combined with temperature control measures, and has been widely used in the construction of large-volume concrete such as concrete dams, such as the early Hoover concrete gravity arch dam in the United States and the current Three Gorges concrete in China gravity dam. This construction method has gained a lot of experience in ensuring the quality of concrete construction and controlling concrete cracking, and is still the most common method of mass concrete construction at present. However, this method requires a large number of formworks and various temperature control measures such as embedded cooling water pipes, which has the disadvantages of many processes, high cost, and low construction speed. [0003] In recent years, a new large-...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B7/02E02B7/10
Inventor 金峰安雪晖周虎王进廷黄绵松陈长久
Owner TSINGHUA UNIV
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