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Underground support pile glass fiber rib-reinforcement cage and connecting method thereof

A technology of glass fiber reinforcement and reinforcement cage, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, etc., which can solve the problems that glass fiber reinforcement cannot be stably connected with steel reinforcement, and achieve stable and reliable structure, convenient use, and design Scientific and reasonable effect

Pending Publication Date: 2022-08-09
CHINA MCC5 GROUP CORP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The technical problem to be solved by the present invention is: to provide an underground support pile glass fiber bar-reinforcement cage and its connection method, to solve the technology that cannot be stably connected between glass fiber bars and between glass fiber bars and steel bars in the prior art question

Method used

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  • Underground support pile glass fiber rib-reinforcement cage and connecting method thereof
  • Underground support pile glass fiber rib-reinforcement cage and connecting method thereof
  • Underground support pile glass fiber rib-reinforcement cage and connecting method thereof

Examples

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Effect test

Embodiment 1

[0031] Example 1, as Figure 1-7 As shown in the figure, the present invention provides a glass fiber reinforcement-rebar cage for underground supporting piles, including a glass fiber reinforcement cage 1 erected by using glass fiber reinforcement, and a glass fiber reinforcement cage 1 erected by using steel bars and connected to the glass fiber reinforcement cage 1 The reinforcing bar cage 2; the glass fiber reinforcing bar cage 1 includes several glass fiber reinforcing bar main bars 4 uniformly distributed in the circumferential direction, annular glass fiber reinforcing bar reinforcing bars 9 connected with the glass fiber reinforcing bar main bar 4, and connecting with the glass fiber reinforcing bar main bar 4 The spiral glass fiber reinforcement stirrup 10; the main reinforcement 3 of the reinforcement cage 2 and the main reinforcement 4 of the glass fiber reinforcement are connected by a buckle mechanism.

[0032] The invention has the advantages of simple structure,...

Embodiment 2

[0033] Example 2, as Figure 1-7 As shown in the figure, the present invention provides a glass fiber reinforcement-rebar cage for underground supporting piles, including a glass fiber reinforcement cage 1 erected by using glass fiber reinforcement, and a glass fiber reinforcement cage 1 erected by using steel bars and connected to the glass fiber reinforcement cage 1 The reinforcing bar cage 2; the glass fiber reinforcing bar cage 1 includes several glass fiber reinforcing bar main bars 4 uniformly distributed in the circumferential direction, annular glass fiber reinforcing bar reinforcing bars 9 connected with the glass fiber reinforcing bar main bar 4, and connecting with the glass fiber reinforcing bar main bar 4 The spiral glass fiber reinforcement stirrup 10; the main reinforcement 3 of the reinforcement cage 2 and the main reinforcement 4 of the glass fiber reinforcement are connected by a buckle mechanism. The glass fiber reinforcement cage 1 also includes a plurality...

Embodiment 3

[0035] Example 3, as Figure 1-7 As shown in the figure, the present invention provides a glass fiber reinforcement-rebar cage for underground supporting piles, including a glass fiber reinforcement cage 1 erected by using glass fiber reinforcement, and a glass fiber reinforcement cage 1 erected by using steel bars and connected to the glass fiber reinforcement cage 1 The reinforcing bar cage 2; the glass fiber reinforcing bar cage 1 includes several glass fiber reinforcing bar main bars 4 uniformly distributed in the circumferential direction, annular glass fiber reinforcing bar reinforcing bars 9 connected with the glass fiber reinforcing bar main bar 4, and connecting with the glass fiber reinforcing bar main bar 4 The spiral glass fiber reinforcement stirrup 10; the main reinforcement 3 of the reinforcement cage 2 and the main reinforcement 4 of the glass fiber reinforcement are connected by a buckle mechanism. The glass fiber reinforcement cage 1 also includes a plurality...

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Abstract

The invention discloses an underground support pile glass fiber rib-steel reinforcement cage and a connecting method thereof. The technical problem that in the prior art, glass fiber ribs cannot be stably connected, and the glass fiber ribs and steel reinforcements cannot be stably connected is solved. The glass fiber rib-reinforcement cage comprises a glass fiber rib cage and a reinforcement cage, wherein the glass fiber rib cage comprises glass fiber rib main ribs, annular glass fiber rib reinforcing ribs and spiral glass fiber rib stirrups; the steel bar main reinforcements and the glass fiber reinforced plastic main reinforcements are connected through buckle mechanisms. The connecting method mainly comprises the steps that the glass fiber rib main ribs and the steel bar main ribs are connected through the buckle mechanisms, and the glass fiber rib main ribs are fixedly bound with the annular glass fiber rib reinforcing ribs, the spiral glass fiber rib stirrups and the horizontal glass fiber rib reinforcing ribs through 10 # iron wires respectively. The steel bar main reinforcements and the glass fiber reinforced plastic main reinforcements are connected through the buckle mechanisms, the whole structure is stable and firm, and the requirement for smooth crossing of a shield in the later period can be met.

Description

technical field [0001] The invention belongs to the technical field of building construction, and in particular relates to a glass fiber reinforcement-reinforced cage of an underground supporting pile and a connection method thereof. Background technique [0002] Fiberglass bars have high tensile strength and low shear strength. The biggest difference between glass fiber reinforcement and steel reinforcement is that the elastic modulus of glass fiber reinforcement is small, which is a typical brittle material. The stress-strain curve shows an obvious linear relationship before fracture, which greatly affects the lifting of glass fiber reinforcement cage. Stability and flexural and shear bearing capacity of fiberglass reinforced diaphragm walls during foundation pit excavation. Fiberglass bars have high bearing capacity and strong tensile capacity. The strength of the rod body is twice that of threaded steel bars of the same diameter, but the quality is only 1 / 4 of the steel...

Claims

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Application Information

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IPC IPC(8): E02D5/34
CPCE02D5/34E02D2300/007
Inventor 张海川崔洪齐罗恩洪汪勇东罗杰
Owner CHINA MCC5 GROUP CORP
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