Pipe shed for reinforcing rock-soil layer

A technology of rock-soil layer and pipe shed, which is applied in the fields of soil protection, construction, and infrastructure engineering, etc. It can solve problems such as low stiffness, high safety requirements for disturbance effects, and difficulty in meeting the small displacement control requirements of adjacent structures. The effect of soil reinforcement and counteracting the loss of ground stress

Active Publication Date: 2021-12-31
铁科院(深圳)研究设计院有限公司
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  • Application Information

AI Technical Summary

Benefits of technology

This technology improves the strength of structures that can be protected from damage due to earthquake or other factors during an explosion event. It allows for more space inside buildings without adding extra weight compared to previous methods like steel frames. By adjustably raising up these devices at different stages based upon their needs, they help maintain structural integrity even when there's no significant problem affecting them. Overall, it provides technical benefits such as improved safety measures, reduction of stress concentration, protection against environmental hazards, enhanced resilience to rocks, etc., which could improve building design efficiency and overall performance.

Problems solved by technology

This patented describes an apparatus that helps prevent damage from excavations caused by overlapping constructions such as buildings with long distances between them without adding extra protective materials like concrete bars.

Method used

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  • Pipe shed for reinforcing rock-soil layer
  • Pipe shed for reinforcing rock-soil layer

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Embodiment Construction

[0019] Specific embodiments of the present invention are described in detail below, but it should be understood that the protection scope of the present invention is not limited by the specific embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0020] A pipe shed for rock and soil layer reinforcement provided by the invention, such as Figure 1-2 It includes: a pipe body 1, a supporting structure and a plurality of reinforcing columns 2. The bottom wall of the pipe body 1 is provided with a plurality of first through holes 17, and the outer wall of the bottom is close to the bottom plate 6; the supporting structure includes a top plate 7, a lifting device 3 and four The support rod 4 and the top plate 7 are close to the top inner wall of the pipe body 1. The top plate 7 is hinged to the tops of the two suppo

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Abstract

The invention discloses a pipe shed for reinforcing a rock-soil layer, and belongs to the technical field of reinforcing devices. The pipe shed for reinforcing the rock-soil layer is characterized in that a plurality of first through holes are formed in the bottom pipe wall of a pipe body, and the bottom outer wall is tightly attached to a bottom plate; a supporting structure comprises a top plate, a lifting device and four supporting rods, the top plate is tightly attached to the inner wall of the top of the pipe body, the top ends of the two supporting rods are hinged to the two sides, in the length direction of the pipe body, of the top plate, the two supporting rods on the same side intersect with each other, and the bottom ends of the supporting rods abut against the bottom wall of the pipe body; the middle of the top plate is fixedly connected with a base of the lifting device, the head of the lifting device penetrates through the first through hole and abuts against the bottom plate; one end of each reinforcing column abuts against the side wall of the pipe body, and the other end of each reinforcing column penetrates through the first through hole to abut against the bottom plate. The whole process is used for counteracting ground stress loss caused by engineering construction, so that the influence quantity of disturbance on an existing underground structure is reduced, the stress of a rock-soil body is controlled, a rock-soil layer of underground facilities is effectively reinforced, and the underground facilities are protected.

Description

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Claims

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Application Information

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Owner 铁科院(深圳)研究设计院有限公司
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