Vertical wall body pouring construction method and pouring construction device

A construction method and technology of construction devices, which are applied to walls, buildings, artificial islands, etc., can solve problems such as non-conformity of anti-seepage capabilities, and achieve the effects of conforming anti-seepage performance, compact structure, and reduced blanking height.

Pending Publication Date: 2019-11-22
CCFEB CIVIL ENG
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The invention provides a construction method and construction device for pouring vertically to the wall to solve the technical problem that the anti-seepage capacity of the wall of the main structure of the existing underground rail transit station does not meet the requirements

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  • Vertical wall body pouring construction method and pouring construction device
  • Vertical wall body pouring construction method and pouring construction device
  • Vertical wall body pouring construction method and pouring construction device

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Embodiment Construction

[0026] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings, but the present invention can be implemented in various ways defined and covered below.

[0027] figure 1 It is a block diagram of the vertical wall pouring construction method of the preferred embodiment of the present invention; figure 2 It is a side view structural schematic diagram of the vertical wall pouring construction device of the preferred embodiment of the present invention; image 3 It is a front view structural schematic diagram of a vertical wall pouring construction device in a preferred embodiment of the present invention; Figure 4 It is a structural schematic diagram of the closing of the working window and door of the vertical window formwork device in the preferred embodiment of the present invention; Figure 5 It is a structural schematic diagram of the opening of the working window of the vertical window formwork device in the...

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Abstract

The invention discloses a vertical wall body pouring construction method and a vertical wall body pouring construction device. The vertical wall body pouring construction method comprises the following steps that the vertical wall body pouring construction device is installed; concrete flows into a sub-pipeline with the corresponding height and is poured into a concrete layer in a cavity from a working window with the corresponding height to form a new concrete layer, the new concrete layer is vibrated evenly through a vibrating device after pouring is completed, and thus the concrete is poured into the cavity in a layered mode from low to high; the layered pouring method is adopted, the concrete is poured into the cavity from an opening at the top end of a formwork panel through a concrete delivery pump until the liquid level of the concrete layer in the cavity is consistent with the design height of a wall body; and the concrete layer in the cavity is formed, thus the pouring construction of a wall body unit is completed, the pouring construction of the wall body unit is conducted one by one in the extension direction of the wall body in the above way, and thus the pouring construction of the wall body is completed.

Description

technical field [0001] The present invention relates to the technical field of wall pouring construction, in particular to a vertical wall pouring construction method, and also to a vertical wall pouring construction device. Background technique [0002] With the continuous advancement of my country's urban infrastructure construction, underground structural projects such as underground rail transit and underground comprehensive pipe corridors are gradually emerging. The underground rail transit station is usually a two-story or three-story double-column three-span rectangular frame island station, which is constructed by the open cut method. The height of each wall in the standard section of the structure is 4.0m-5.9m, the length is 16.0m-24.0m, and the width is 0.7m-0.9m; and because the underground rail transit station is placed in the soil layer and the design service life is 100 years, The durability, bearing capacity, service life and use function of the main structur...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/045E04B1/66E04B2/84E02D15/02
CPCE02D15/02E02D29/04E04B1/66E04B2/84
Inventor 刘文胜王中华夏从阳舒燕程敏梁文新刘璐冯金龙邓浩
Owner CCFEB CIVIL ENG
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