Process for lengthening long anchor bar pile on high slope

Abstract

The invention relates to a process for lengthening a long anchor bar pile on a high slope. According to the process, the mode that anchor bars are prefabricated in a segmented mode, and straight thread sleeves are connected and lengthened on site is adopted. Compared with previous welding process measures such as engineering lap joint and binding strip welding, the process is convenient to construct and low in cost, and the quality effect is easy to guarantee; and meanwhile, the process can be extended to projects of other structures of projects such as water conservancy, hydropower and highways, the application range is expanded, the effect of anchor bar pile construction is greatly improved, and the application prospect is good.

Description

technical field [0001] The invention belongs to the technical fields of water conservancy, hydropower and highway engineering, and in particular relates to a technology for connecting long anchor-reinforcement piles on high slopes. Background technique [0002] In the field of water conservancy and hydropower engineering, the design and arrangement of locking anchor piles on high slopes or below the horse road, because the design drawings and related construction specifications and technical requirements do not have clear requirements for the lengthening of anchor reinforcement piles, there has been no specification for the length of anchor reinforcement piles This practice has brought difficulty and controversy to the quality control of anchor reinforcement pile extension construction. At the same time, due to the limited width of the construction platform on high slopes, the traditional method of inserting rods after one-time assembly is adopted for long anchor piles with ...

AI Technical Summary

Problems solved by technology

[0002] In the field of water conservancy and hydropower engineering, the design and arrangement of locking anchor piles on high slopes or below the horse road, because the design drawings and related construction specifications and technical requirements do not have clear requirements for the lengthening of anchor reinforcement piles, there has been no specification for the length of anchor reinforcement piles This practice has brought difficulty and controversy to the construction quality control of anchor pile extension

At the same time, due to the limited width of the construction platform on high slopes, the traditional method of inserting rods after one-time assembly is adopted for long anchor piles with high rigidity, the construction is difficult and the construction safety problem is prominent

Due to the characteristics of anchor piles, welding processes such as lap joints and tie-bar welding need to use larger apertures to meet the requirements, and have a greater impact on the insertion rod; the construction quality of the butt welding connection process is difficult to guarantee

At the same time, it is difficult to insert the whole long anchor pile on the construction platform with limited width of the high slope, and the construction safety problem is serious.

There is no relevant report in the relevant documents of the technical building construction of the high slope long anchor bar pile connecting length of the present invention

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