Beam-type connecting node for special-shaped double-row piles

A technology for connecting nodes and double-row piles, which is applied in sheet pile walls, excavation, construction, etc., can solve the problems of weakening of the shear capacity and flexural capacity of rigid frame beams, and reduce the shear and flexural strength , Guarantee the effect of bending bearing capacity and continuity

Inactive Publication Date: 2016-05-04
HUAQIAO UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The use of this beam-type connection node can not only avoid the problem that the main reinforcement of the rigid frame beam cannot pass through the crown beam of the rear wall due to the section steel penetrating the rigid f

Method used

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  • Beam-type connecting node for special-shaped double-row piles
  • Beam-type connecting node for special-shaped double-row piles
  • Beam-type connecting node for special-shaped double-row piles

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Embodiment Construction

[0029] In order to further explain the technical solution of the present invention, the present invention will be described in detail below through specific examples.

[0030] A beam connection node for special-shaped double-row piles, see Figure 1-Figure 3 , including the front pile crown beam 1, the rigid frame beam 2, the rear wall crown beam 3 and the built-in steel bars that make the front pile 4 and the rear wall 5 form a rigid frame structure system, and the front pile crown beam 1 is arranged on the front row The top position of the pile 4, the rear row wall crown beam 3 is arranged on the top position of the rear row wall 5, the rigid frame beam 2 is connected between the front row pile crown beam 1 and the rear row wall crown beam 3, the front row pile 4 and the rear row The row walls 5 form a double row of piles through the rigid frame beams 2 .

[0031] The rear wall 5 has a built-in section steel 6, which is located at the junction of the rear wall crown beam 3 ...

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Abstract

The invention belongs to retaining and protection of foundation excavation, and discloses a beam-type connecting node for special-shaped double-row piles. The beam-type connecting node comprises a rigid-frame beam, a back-row wall crown beam and structural steel. The structural steel is built in the back-row wall crown beam. The two ends of the rigid-frame beam are connected with a cast-in-place pile of the front-row piles and the structural steel inside the back-row wall. Back-row wall crown beam longitudinal bars inside the back-row wall crown beam are arranged on the two sides of flanges of the structural steel and connected through built-in reinforcing steel bars. The built-in reinforcing steel bars include small stirrups, U-shaped main reinforcing bars and structural steel sleeve stirrups. The small stirrups are bound to the back-row wall crown beam longitudinal bars on the same side of the structural steel, the open ends of the U-shaped main reinforcing bars are anchored into a front-row pile crown beam, the closed ends of the U-shaped reinforcing steel bars are close to the flanges of the structural steel, and the structural steel sleeve stirrups are sleeved with the small stirrups on the two sides of the structural steel and the closed ends of the U-shaped main reinforcing bars. By adopting the beam-type connecting node, the difficult problem that main reinforcing bars inside a rigid-frame beam cannot penetrate through the back-row wall crown beam due to the fact that the structural steel penetrates through the rigid-frame beam can be avoided, and meanwhile the problem that the anti-shearing capacity and the anti-bending bearing capacity of the rigid-frame beam are greatly weakened due to the fact that the structural steel penetrates through the rigid-frame beam can be solved.

Description

technical field [0001] The invention belongs to the field of foundation pit support and slope protection, and in particular relates to a beam-type connection node for special-shaped double-row piles. Background technique [0002] With the rapid development of urbanization and the vigorous promotion of urban integration, the construction of underground facilities such as underground parking lots, underground commercial plazas, and underground railways requires foundation pit support. These foundation pit projects often have the following characteristics: the outer wall of the basement is close to the building planning red line; there are a large number of underground facilities such as existing buildings and pipe networks around the foundation pit; the groundwater level is relatively high. As a result, the traditional foundation pit support technology has the following three serious problems: (1) The traditional soil nail support, composite soil nail support, and pile-anchor ...

Claims

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Application Information

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IPC IPC(8): E02D17/04E02D5/00
CPCE02D5/00E02D17/04
Inventor 涂兵雄蔡燕燕贾金青王海涛刘士雨俞缙侯炜
Owner HUAQIAO UNIVERSITY
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