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Construction method for removing excess wet concrete of unset concrete pile

A technology of concrete piles and construction methods, applied in sheet pile walls, infrastructure engineering, construction and other directions, can solve the problems of difficult concrete pile head interception, large damage to steel bars, high construction strength, etc., and achieves shortened construction period, low cost, The effect of reducing engineering waste

Active Publication Date: 2020-02-28
ANHUI UNIVERSITY OF ARCHITECTURE
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  • Abstract
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  • Claims
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Problems solved by technology

[0004] The purpose of the present invention is to provide a construction method for cutting off the excess wet concrete of uncured concrete piles, so as to solve the problem of high construction strength, low efficiency, relatively large damage to steel bars, and easy pollution to the environment. , it is difficult to adapt to the interception of concrete pile heads with different radii within a certain range

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  • Construction method for removing excess wet concrete of unset concrete pile
  • Construction method for removing excess wet concrete of unset concrete pile
  • Construction method for removing excess wet concrete of unset concrete pile

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Embodiment Construction

[0040] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0041] see Figure 1-9 As shown, the present invention provides following technical scheme: a kind of construction method of cutting off the excess wet concrete of uncured concrete pile, it is characterized in that, comprises the following steps:

[0042] S1: Pouring concrete, pouring concrete to the elevation in the concrete mold;

[0043]S2: The circular through hole 12 is adjusted, according to the position and the distribution of the steel bar, by rotatin...

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Abstract

The invention relates to a construction method for removing excess wet concrete of an unset concrete pile. The method is characterized by comprising the following steps of S1, pouring concrete, specifically, pouring the concrete into a concrete mold to an elevation; S2, adjusting a circular through hole, specifically, rotating an annular piece corresponding to the bottom face of a multi-ring multi-hole circular ring body according to the position of a steel bar, and adjusting the circular through hole corresponding to the steel bar; S3, placing a device; S4, protecting the steel bar; S5, carrying out pile head supplemental pouring; S6, leveling the device, specifically, starting a micro vibration machine on a corresponding rectangular steel sheet according to the specific construction condition, and leveling the device; S7, spreading fan-shaped blades out; and S8, recovering waste and cleaning the device. According to the method, the fan-shaped blades are used in combination with the multi-ring multi-hole circular ring body, the wet concrete can be cut integrally, the circular through hole in the annular piece is used in cooperation with an elliptic hole in the multi-ring multi-hole circular ring body, and the method can be suitable for concrete piles with various steel bar numbers, positions, diameters and distribution, and is high in flexibility and wide in application range.

Description

technical field [0001] The invention belongs to the technical field of building and bridge construction, and in particular relates to a construction method for cutting excess wet concrete from uncured concrete piles. Background technique [0002] During the pouring process of cast-in-place concrete piles, due to the vibration, the cement slurry will return upwards and rise together with the air bubbles inside the concrete, forming laitance within a certain range on the top of the pile, so the strength of the concrete at the pile head is difficult to guarantee; When the concrete is placed, the mud and mortar mixture at the pile head will accumulate the most, resulting in loose concrete at the pile head, and the strength cannot meet the requirements. Therefore, during the construction of concrete pouring piles, the actual elevation of the pile head is required to be 500-1000mm higher than the design elevation, and the higher part is removed manually or mechanically, which is u...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D9/00
CPCE02D9/005
Inventor 王芳张红波马帅石婷婷孙成林肖勇牛康壮程胡昊刘毅马志平陶明霞
Owner ANHUI UNIVERSITY OF ARCHITECTURE