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Safety protection method for edge of high pier capping beam

A technology for safety protection and covering beams, which is applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of different sizes of pier column cover beams, potential safety hazards, unfavorable reuse, etc., and achieve working performance that is not easy to deform and save The effect of construction cost and ease of daily maintenance

Inactive Publication Date: 2019-03-29
GANSU SHUNDA ROAD & BRIDGE CONSTR +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The structure of the traditional method is heavy and the structure is easily deformed when the crane is hoisted, which is not conducive to reuse
For the operator, each transfer must rely on mechanical cooperation; and the size of the pier column cover beam is different, each disassembly and installation is labor-intensive, time-consuming, and equipment is required to assist in the work
[0003] Due to the inflexible use of traditional safety protection in construction, the operator is limited in walking back and forth after the safety rope is anchored, and must be hung in a different place. When busy at work, it is easy to forget to anchor and bring safety hazards, which not only affects work efficiency. may also cause personal injury

Method used

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  • Safety protection method for edge of high pier capping beam

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Embodiment Construction

[0024] Such as figure 1 Shown, a kind of high pier cap beam edge safety protection method comprises the following steps:

[0025] (1) The basic fixed tripod is welded by light small steel pipes, that is, the steel pipe tripod 1.

[0026] The steel pipe in the steel pipe tripod 1 is provided with reinforcing ribs.

[0027] (2) Connect the cross bar 2 with the steel pipe tripod 1 through the anchor link, and clamp it on the cover beam block 3 as a whole.

[0028] The length of cross bar 2 matches with the size of construction cover beam.

[0029] (3) Wrap the buckled steel wire rope 4 on the steel pipe in the steel pipe tripod 1 in the order of pressing down, up and middle, and link the two ends with the buckle with the rope tightening device 5 using the buckle link chuck method.

[0030] Wherein: the buckle is a U-shaped ring whose inner net distance is 1-3 mm larger than the diameter of the steel wire rope 4 .

[0031] The wire rope 4 complies with the requirements of the ...

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Abstract

The invention relates to a safety protection method for the edge of a high pier capping beam. The method comprises the following steps that (1) a basic fixing tripod is welded by adopting light smallsteel tubes, namely a steel tube tripod; (2) transverse rods and the steel tube tripod are connected together through anchoring chain connection and are integrally clamped on a capping beam stop block; (3) a steel wire rope provided with buckles are wound around the steel tubes in the steel tube tripod in down, up and middle orders, and the two ends of a rope tightening device with the buckles arein chain connection by adopting a buckle chain connection head clamping method; (4) the rope tightening device is slowly tightened, so that each ring of the steel wire rope reaches the same toughness; (5) construction can be carried out on the capping beam by tying a safety belt to the steel wire rope. The safety protection method for the edge of the high pier capping beam has the advantages thatthe method is simple and convenient, the cost is low, the construction flexibility is high, and the work efficiency is high.

Description

technical field [0001] The invention relates to the field of safety protection products for the construction of high pier support pad stones and the installation of permanent support, in particular to a safety protection method for the edge of high pier cover beams. Background technique [0002] At present, the safety protection of high piers commonly used in China is erected with steel pipes and fasteners, and is mainly installed with a crane and a manual wrench. The structure of the traditional method is heavy and the structure is easily deformed when the crane is hoisted, which is not conducive to reuse. For operators, each transfer must rely on mechanical cooperation; and the size of the pier column cover beam is different, and each disassembly and installation is labor-intensive, time-consuming, and equipment is required to assist in the work. [0003] Due to the inflexible use of traditional safety protection in construction, the operator is limited in walking back an...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 雷霆高峰陈东山张彦山李良平陈喜仁
Owner GANSU SHUNDA ROAD & BRIDGE CONSTR
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