Fiber cloth outside steel pipe inner filling coral concrete combined structural column

A technology of outsourcing steel pipes and combined structures, which is applied in the direction of columns, pier columns, pillars, etc., can solve the problems of steel corrosion, small working surface, large evaporation, etc., to improve the compressive strength and material ductility, enhance corrosion resistance, Enhanced durability effect

Pending Publication Date: 2017-06-13
韦灼彬 +2
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Problems solved by technology

Of course, whether the structural application of coral concrete is feasible or not, the following key issues need to be resolved urgently: First, due to the limitation of the strength of coral aggregates, it is difficult for concrete to achieve a high strength level; The durability of concrete; the third is that there are a lot of chloride ions in the coral concrete mixed with sea water, which is very easy to corrode the steel in the components; The driving time limit is urgent, and it is difficult to adopt formwork pouring and conventional maintenance technology for construction

Method used

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  • Fiber cloth outside steel pipe inner filling coral concrete combined structural column

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Embodiment Construction

[0019] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0020] Such as figure 1 As shown, the present invention is composed of fiber cloth 1, steel pipe 2 and coral concrete 3, the steel pipe is wrapped with fiber cloth, and the steel pipe is filled with coral concrete.

[0021] The strength grade of coral concrete is prepared according to the strength grade of C40 ordinary concrete. The mix ratio is designed, and the research conclusion of the optimization research of the mix ratio of the material orthogonal test is: Rice 320kg, 1020kg, 450kg, 230kg are configured, (the mass error of a single proportioning component is not more than 1%). The cement is 42.5# sulfate cement; the fineness modulus of coral sand fine aggregate after sieving ...

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Abstract

The invention discloses a fiber cloth outside steel pipe inner filling coral concrete combined structural column, which is realized through the following technical scheme that the fiber cloth outside steel pipe inner filling coral concrete combined structural column consists of fiber cloth, a steel pipe and coral concrete, wherein the fiber cloth is wound outside the steel pipe; the steel pipe is filled with the coral concrete. Through the restriction by a round pipe, the intensity of the coral concrete is improved; through the sealing by an outer pipe, the durability of the coral concrete is enhanced; through FRP (fiber reinforced plastic) external dressing, the anti-corrosion performance of the steel pipe is enhanced; through an inner liner of the steel pipe, the defect of fragility of an FRP material is overcome.

Description

technical field [0001] The invention relates to a novel steel-concrete composite structural member, which belongs to the technical field of structural engineering. Background technique [0002] Using coral reefs and sand to prepare coral concrete is an inevitable choice for offshore island and reef engineering construction. Although my country has successfully applied coral concrete to roads, revetments and breakwaters, etc., it has been found in public literature and research results that the strength grade of concrete using coral aggregate is generally lower than the C30 strength grade, so coral aggregate concrete has not yet been used. For structural load-bearing members to achieve structural applications. Of course, whether the structural application of coral concrete is feasible or not, the following key issues need to be resolved urgently: First, due to the limitation of the strength of coral aggregates, it is difficult for concrete to achieve a high strength level; T...

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Application Information

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IPC IPC(8): E04C3/36
CPCE04C3/36
Inventor 韦灼彬高屹黄静
Owner 韦灼彬
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