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Method for forcibly dismantling concrete support by using high-pressure hydrostatic pressure

A technology of concrete and high-pressure water, which is applied in building maintenance, construction, building construction, etc., can solve problems such as difficult to accurately control pressure changes, affect the construction process, and enlarge the deformation of foundation pits, so as to achieve green, safe, environmentally friendly installation and short construction period. Short, less peripheral effects

Inactive Publication Date: 2020-08-11
SHAOXING UNIVERSITY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, when explosives are blasted, unavoidable shock waves, flying stones and dust will be generated, which brings inconvenience to the construction; when the expansion agent is broken and demolished, it will be difficult to accurately control the change of pressure and there are many processes; it is difficult to control the vibration generated during mechanical demolition , may cause the deformation of the foundation pit to become larger; and the construction period for the removal of the artificial pneumatic pick is too long, which affects the construction process

Method used

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  • Method for forcibly dismantling concrete support by using high-pressure hydrostatic pressure
  • Method for forcibly dismantling concrete support by using high-pressure hydrostatic pressure

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Embodiment Construction

[0026] The present invention will be further described below in conjunction with the accompanying drawings.

[0027] refer to figure 1 with figure 2 , a method of using high-pressure hydrostatic pressure to demolish concrete supports. The structure of utilizing high-pressure hydrostatic pressure to demolish concrete supports mainly includes: 1-ultra-high water pressure generator, 2-water inlet, 3-ground, 4-surrounding Parapet wall, 5-purlin, 6-joint, 7-elbow, 8-reducing joint, 9-concrete support, 10-high hydrostatic pressure pipe, 11-bulk head, 12-first pipe, 13-second pipe .

[0028] refer to figure 1 As shown, the diameter of the high hydrostatic pressure pipe 10 is d. Before the concrete support 9 is poured, one end of the high hydrostatic pressure pipe 10 is sealed with a bulkhead 11, and the other end is connected to the horizontal port of the elbow 7 through a reducing joint 8. Arrange the assembled high hydrostatic pressure pipe 10 in the middle of the concrete sup...

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Abstract

The invention relates to a method for forcibly dismantling a concrete support by using high-pressure hydrostatic pressure. The method comprises the following steps of 1) pre-burying a high-hydrostaticpressure pipe; 2) pouring a concrete support; and 3) applying high hydrostatic pressure to break down the concrete support, when the support needs to be dismantled, connecting a pipeline port extending out of the concrete with an ultrahigh water pressure generator through a joint, feeding water into a water inlet, starting the ultrahigh water pressure generator, slowly increasing the water pressure to a preset pressure intensity, under the condition that a high hydrostatic pressure pipe is not cracked, removing the concrete support, water pressure in the high hydrostatic pressure pipe is evenly and slowly transmitted to concrete through the inner wall of the high hydrostatic pressure pipe, finally the concrete support cracks and cracks, and then the concrete support is broken. The methodis simple in structure, convenient to install, quick to operate, low in manufacturing cost and easy to popularize and apply.

Description

technical field [0001] The invention relates to a method for demolishing concrete supports. Background technique [0002] With the continuous development of the city, the construction of deep foundation pits in the city is becoming more and more common, but often during the construction, there are various traffic roads, buildings and even pipelines in the surrounding environment. At this time, how to minimize the impact on the surrounding environment during the construction process is particularly important. Therefore, in the construction of deep foundation pits, there are higher requirements for the removal method of temporary components such as concrete supports. [0003] Existing demolition methods for reinforced concrete supports include blasting demolition, expansion agent static crushing demolition, mechanical demolition and manual pneumatic pick demolition, etc. However, when explosives are blasted, unavoidable shock waves, flying stones and dust will be generated, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G23/08
CPCE04G23/081
Inventor 夏才初沈乐辰方杭楠
Owner SHAOXING UNIVERSITY
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