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A construction method for gate floor

A construction method and bottom plate technology, applied in water conservancy projects, sea area projects, coastline protection, etc., can solve the problems of difficult fixing, grouting quality inspection, and difficult quality control, etc., so that the construction quality is easier to guarantee, the grouting quality is easy to guarantee, The effect of reducing the amount of grouting

Active Publication Date: 2017-03-22
SINOHYDRO BUREAU 5
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

1. The bottom surface of the gate floor is uneven and difficult to fix; 2. The quality of concrete pouring is not easy to guarantee. Although backfilling and grouting can make up for defects to a certain extent, there is inevitably a cavity between the concrete and the gate floor, and external water pressure is generated when the water flow is emptied. It leads to deformation of the gate bottom plate, especially in large and medium-sized projects where the quality of the gate bottom plate is high; 3. The amount of grouting between the gate bottom plate and the concrete is large, the cost is high, the quality is not easy to control, and the grouting quality inspection is difficult

Method used

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  • A construction method for gate floor
  • A construction method for gate floor
  • A construction method for gate floor

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Embodiment Construction

[0026] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments. A construction method for the gate floor, first precasting the concrete inside the gate floor outside the site, such as figure 1 The off-site precast concrete 2 shown in , is then transported to the construction site for installation of the gate floor, and then backfills the concrete at the lower part of the gate floor, as shown in figure 1 Backfill the concrete 4 shown in , and finally carry out the contact grouting at the site splicing and the joint grouting between concretes. The specific steps are as follows:

[0027] 1) Determine the position where the gate bottom plate will be spliced ​​with the construction site, and pre-bury the contact grouting pipe at this position. Before pre-casting concrete outside the site, turn the gate bottom plate over first, and then pre-bury the contact grouting pipe at the joint of the gate bottom plate, such...

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Abstract

The invention discloses a gate bottom board construction method. The gate bottom board construction method includes the steps that the positions where gate bottom boards are about to be spliced to a construction site are determined, and contact grout pipes are pre-buried in the positions; concrete in each gate bottom board is cast in advance; a mounting platform is built on the construction site; the already pre-cast gate bottom boards are conveyed to the construction site, put on the mounting platform and spliced in place; joint grout pipes are buried; back concrete backfill construction of the bottoms is conducted; and finally, the contact grouting construction of the spliced positions of the site and the joint grouting construction among concrete are conducted. According to the gate bottom board construction method, the construction is convenient, the construction quality is easier to guarantee, and the cost is low; it can be guaranteed that no gap exists between the gate bottom boards and the concrete; the grouting work amount is reduced, the grouting quality is easy to guarantee, and the quality problem caused by the fact that the gate bottom boards are mounted firstly and then concreting and grouting are conducted in the prior art is effectively solved.

Description

technical field [0001] The invention relates to the technical field of water conservancy and hydropower engineering construction, in particular to a construction method for a gate bottom plate. Background technique [0002] In the construction of water conservancy and hydropower projects, it is generally necessary to install gates for water storage, flood control, and flood discharge. In the past construction, the gate bottom plate is generally installed first, and then the concrete pouring construction is carried out. It is relatively common to adopt the construction method of first installing the gate floor and then pouring concrete, but this method has the following problems. 1. The bottom surface of the gate floor is uneven and difficult to fix; 2. The quality of concrete pouring is not easy to guarantee. Although backfilling and grouting can make up for defects to a certain extent, there is inevitably a cavity between the concrete and the gate floor, and external water...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B7/20
Inventor 林志旺陈张华陈俊涛杨葛刘仲魁
Owner SINOHYDRO BUREAU 5
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