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Fiber-bamboo composite pipe and concrete combination structure

A combined structure and composite pipe technology, applied in the direction of columns, pier columns, pillars, etc., can solve the problems of non-recyclable products and waste, consumption of mineral resources, non-renewable resources, etc., and achieve strong construction operability, good toughness, and low cost. The effect of cost

Pending Publication Date: 2017-05-31
NANJING FORESTRY UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, ordinary FRP pipes use fibers with high energy consumption as the main raw material. The products and waste materials are not recyclable, not environmentally friendly, consume a large amount of mineral resources, and the resources are not renewable.

Method used

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  • Fiber-bamboo composite pipe and concrete combination structure
  • Fiber-bamboo composite pipe and concrete combination structure
  • Fiber-bamboo composite pipe and concrete combination structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0033] Such as figure 1 As shown, a cross-sectional schematic diagram of a fiber-bamboo composite tube-concrete composite structure wrapped with a layer of longitudinal bamboo fiber layer, including core concrete 1, fiber-bamboo composite tube 2; wherein, fiber-bamboo composite tube 2 is sequentially from inside to outside Consists of an isolation layer 21, a bamboo reinforcement layer 22, and a fiber reinforcement layer 23; the isolation layer 21 is formed by winding bamboo fiber mats, glass fiber mats or bamboo fiber non-woven fabrics through an adhesive, and the bamboo reinforcement layer 22 in this example is It consists of a longitudinal bamboo fiber layer 221 wrapped around one layer. The fiber reinforced layer 23 is wound on the outer surface of the bamboo reinforced layer 22. The bamboo fiber direction of the longitudinal bamboo fiber layer 221 is along the axial direction of the fiber-bamboo composite pipe 2. The core concrete 1 is filled with Inside the fiber-bamboo ...

Embodiment 2

[0035] Such as figure 2 As shown, a cross-sectional schematic diagram of a fiber-bamboo composite tube-concrete composite structure wound with one layer of transverse bamboo fiber layer, including core concrete 1, fiber-bamboo composite tube 2; wherein, fiber-bamboo composite tube 2 is sequentially from inside to outside Consists of an isolation layer 21, a bamboo reinforcement layer 22, and a fiber reinforcement layer 23; the isolation layer 21 is formed by winding bamboo fiber mats, glass fiber mats or bamboo fiber non-woven fabrics through an adhesive, and the bamboo reinforcement layer 22 in this example is It is formed by winding one layer of transverse bamboo fiber layer 222, and the fiber reinforced layer 23 is wound on the outer surface of bamboo reinforced layer 22. The bamboo fiber direction of transverse bamboo fiber layer 222 is along the circumferential direction of fiber-bamboo composite pipe 2, and the core concrete 1 is filled inside the fiber-bamboo composite...

Embodiment 3

[0037] Such as image 3 As shown, a cross-sectional schematic diagram of a fiber-bamboo composite tube-concrete composite structure wound with one layer of longitudinal bamboo fiber layer and one layer of transverse bamboo fiber layer, including core concrete 1, fiber-bamboo composite tube 2; wherein, fiber-bamboo The composite pipe 2 is composed of an isolation layer 21, a bamboo reinforcement layer 22, and a fiber reinforcement layer 23 from the inside to the outside; the isolation layer 21 is formed by winding bamboo fiber mat, glass fiber mat or bamboo fiber non-woven fabric through an adhesive. The bamboo reinforcement layer 22 is first wound with a layer of longitudinal bamboo fiber layer 221, then a layer of transverse bamboo fiber layer 222 is wound, the fiber reinforcement layer 23 is wound on the outer surface of the bamboo reinforcement layer 22, and the core concrete 1 is filled in the fiber-bamboo composite Inside of tube 2.

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Abstract

The invention discloses a fiber-bamboo composite pipe and concrete combination structure. The fiber-bamboo composite pipe and concrete combination structure is characterized by comprising core concrete (1) and a fiber-bamboo composite pipe (2), wherein, the fiber-bamboo composite pipe (2) is sequentially composed of an isolation layer (21), a bamboo reinforcement layer (22) and a fiber reinforcement layer (23) from inside to outside; the bamboo reinforcement layer (22) is constituted of a longitudinal bamboo fiber layer (221) or a transverse bamboo fiber layer (222) or a combination of the longitudinal bamboo fiber layer (221) and the transverse bamboo fiber layer (222); the longitudinal bamboo fiber layer (221) and the transverse bamboo fiber layer (222) are made by winding composite bamboos or raw bamboos layer by layer; the fiber reinforcement layer (23) is wound on the outer surface of the bamboo reinforcement layer (22); and the fiber-bamboo composite pipe (2) is filled with the core concrete (1) which is self-compacting micro-expansion concrete with the expansion rate being 0.01%-0.04%. The fiber-bamboo composite pipe and concrete combination structure has the advantages of high bearing capacity, good ductility, good durability and the like, the advantages and characteristics of multiple materials such as the concrete, bamboos and fibers are fully utilized, and the adopted bamboo composite material conforms to the advantages of low carbon, environmental friendliness, energy saving and sustainable development.

Description

technical field [0001] The invention belongs to the technical field of civil engineering structures, and in particular relates to a concrete composite structure, in particular to a fiber-bamboo composite tube-concrete composite structure. Background technique [0002] Because the reinforced concrete structure has the advantages of good modelability, good durability, and low cost, it is often used as the main force-bearing member in the engineering structure. For the vertical bearing members of reinforced concrete, such as bridge towers, piers, columns, pile foundations, etc. The mechanical performance plays a decisive role in ensuring the safe use of the structure and standing upright under accidental loads such as earthquakes. The ultimate failure of ordinary reinforced concrete vertical members often presents unexpected brittle characteristics, while different tube-confined concrete vertical structures often have the advantages of convenient construction, high bearing capa...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/36
CPCE04C3/36
Inventor 魏洋程勋煜李国芬
Owner NANJING FORESTRY UNIV
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