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Digging pile hole opening lifting protection device

A technology of hole-digging piles and openings, which is applied in the field of super-large-diameter manual-digging piles, which can solve the problems of low efficiency of lifting equipment, falling of people or other objects, etc., to facilitate on-site construction and safe operation, and eliminate casualties Potential safety hazards, the effect of saving manpower and material resources

Inactive Publication Date: 2016-01-13
CHINA CONSTR FIRST DIV GROUP CONSTR & DEV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0013] The object of the present invention is to provide a kind of digging pile opening lifting protection device, to solve the problem of low working efficiency of lifting equipment, and when the excavation operation is stopped, it is easy to fall into people or other objects from the open wellhead and cause damage. safety issues caused by

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  • Digging pile hole opening lifting protection device
  • Digging pile hole opening lifting protection device
  • Digging pile hole opening lifting protection device

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Embodiment Construction

[0038] The present invention will be described in further detail below through specific implementation examples in conjunction with the accompanying drawings.

[0039] Such as Figure 1 to Figure 6 As shown, the present application provides the digging pile hole lifting protection device, wherein the lifting protection device 3 includes a movable base 32 and a lifting device 31, and the lifting device 31 is arranged on the movable base 32 The hole 1 of the digging pile is provided with a slideway 2, and the movable base 32 cooperates with the slideway 2 and can slide along the slideway 2.

[0040] During excavation construction, the movable base 32 slides along the slideway 2 to the edge direction of the hole 1 of the hole-digging pile, and the hole 1 of the hole-digging pile is opened and lifted by the lifting device For spoil, when the excavation operation is stopped, the movable base 32 slides along the slideway 2 toward the middle direction of the hole 1 of the hole-diggi...

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Abstract

The invention relates to the field of ultra-large-diameter manual digging piles, in particular to a digging pile hole opening lifting protection device. The lifting protection device comprises a movable base and a lifting device arranged on the movable base. A digging pile hole opening is provided with a sliding way. The movable base is matched with the sliding way and can slide along the sliding way. During earth cutting construction, the movable base slides towards the edge of the digging pile hole opening along the sliding way, and the digging pile hole opening is open. Abandoned soil is lifted through the lifting device, and when earth cutting operation is stopped, the movable base slides towards the middle of the digging pile hole opening along the sliding way, and the digging pile hole opening is closed. According to the scheme, the problem that the work efficiency of the lifting device is low can be solved, and the safety problem that when the earth cutting operation is stopped, workers or other articles are likely to fall into an opened well mouth can be solved.

Description

technical field [0001] The invention relates to the field of super-large-diameter manual hole-digging piles, in particular to a lifting protection device for hole-digging pile openings. Background technique [0002] In the prior art, the excavation process for super-large-diameter manual excavation piles is as follows: [0003] (1) The excavation operation adopts manual excavation layer by layer, which is carried out layer by layer with picks and shovels. When hard soil layers and weathered bedrock are encountered, they are broken with hammers, brazing or pneumatic picks. The order of excavation in the same section is to dig the middle first. part of the rear perimeter. The spoil is loaded into the bucket and lifted to the orifice by the lifting equipment. [0004] (2) Manual excavation piles are excavated in sections and supported in sections. The excavation depth of each section is 0.65m, and 70mm thick concrete is sprayed immediately after every 30cm of excavation to f...

Claims

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Application Information

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IPC IPC(8): E02F7/00E04G21/32
Inventor 周予启黄勇薛刚周宇左强李彦贺魏健贺茂军邱德明刘强
Owner CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
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