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A construction method for cutting excess wet concrete of uncured concrete piles

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: 2021-05-28
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

Method used

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  • A construction method for cutting excess wet concrete of uncured concrete piles
  • A construction method for cutting excess wet concrete of uncured concrete piles
  • A construction method for cutting excess wet concrete of uncured concrete piles

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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 cutting excess wet concrete of uncured concrete piles, which is characterized in that it comprises the following steps: S1: pouring concrete, pouring concrete to the elevation in a concrete mold; S2: adjusting a circular through hole, According to the position of the steel bar, turn the ring piece corresponding to the bottom surface of the multi-ring porous ring to adjust the circular through hole corresponding to the steel bar; S3: place the device; S4: steel bar protection; S5: fill the pile head; S6: device adjustment Leveling, start the micro vibrator on the corresponding rectangular steel sheet according to the specific construction situation, and level the device; S7: Fan-shaped blades are displayed; S8: Waste recycling, cleaning device; the invention uses fan-shaped blades and multi-ring porous torus Used in combination, it can cut off the wet concrete as a whole. The circular through hole on the ring plate is used in conjunction with the elliptical hole on the multi-ring porous ring body. It can be applied to concrete piles with various steel bar quantities, positions, diameters, and distributions. It is flexible. Strong, wide range of application.

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 Patents(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
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