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Construction system and construction method for concrete levee crown

A construction method and concrete technology, applied in dikes, infrastructure engineering, climate change adaptation, etc., can solve the problems of long labor time and low construction efficiency, and achieve the effect of shortening construction time, improving construction efficiency and improving work efficiency.

Pending Publication Date: 2021-10-22
上海景铭建设发展有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In view of the related technologies mentioned above, in order to ensure the quality of the formed breakwater, the continuous curing time of each layer of concrete needs to be no less than 7 days, which has the defects of long working hours and low construction efficiency

Method used

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  • Construction system and construction method for concrete levee crown
  • Construction system and construction method for concrete levee crown
  • Construction system and construction method for concrete levee crown

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Embodiment Construction

[0045] The following is attached Figure 1-4The application is described in further detail.

[0046] The embodiment of the present application discloses a construction system for a concrete embankment top.

[0047] see figure 2 , image 3 The construction system of the concrete embankment top includes a frame body 1. The frame body 1 is a gantry frame. The gantry frame includes a first support frame 11, a second support frame 12 and a connecting frame 13. 120 is away from the side of the wave wall 130 in the width direction, the second support frame 12 is located on the side of the wave wall 130 away from the foundation wall 110 along the width direction of the gravity wall 120, and the connecting frame 13 is erected on the first support frame 11 and the second support frame Above the frame 12 , the connecting frame 13 is fixedly connected to the first support frame 11 and the second support frame 12 on both sides along the width direction of the gravity wall 120 . A self...

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Abstract

The invention relates to a construction system and construction method for a concrete levee crown, and relates to the technical field of concrete dams. The construction system comprises a frame body, wherein a formwork set is mounted on the frame body, the formwork set comprises a first formwork, a second formwork, a third formwork and a fourth formwork, wherein the first formwork and the second formwork are mounted on the two sides of a gravity wall, and the third formwork and the fourth formwork are mounted on the two sides of a wave wall; the second formwork and the fourth formwork are fixedly connected, a first driving device for driving the first formwork to move towards the side deviating from the second formwork is arranged on the frame body, and a second driving device for driving the third formwork to move towards the side deviating from the fourth formwork is further arranged on the frame body; and a third driving device for driving the second formwork and the fourth formwork to move towards the side deviating from the first formwork is further arranged on the frame body, and a self-walking device for driving the frame body to move in the length direction of a breakwater is further arranged on the lower side of the frame body. The construction system and construction method for the concrete levee crown have the effect of shortening the construction time.

Description

technical field [0001] The present application relates to the technical field of concrete embankments, in particular to a construction system and method for concrete embankment crests. Background technique [0002] A dam is a water-retaining structure that intercepts the water flow of a river channel to raise the water level or regulate the flow. Reservoirs can be formed to raise water levels, regulate runoff, and concentrate water heads for flood control, water supply, irrigation, hydroelectric power generation, and improved shipping. [0003] see figure 1 , a breakwater, comprising a parapet 100, the parapet 100 comprises a gravity wall 120 and a foundation wall 110, the gravity wall 120 is poured and formed on the upper side of the foundation wall 110, the foundation wall 110 is located below one side of the gravity wall 120 in the width direction, and the gravity wall 120 The side away from the base wall 110 in the width direction is poured with a wave wall 130 . The ...

Claims

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Application Information

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IPC IPC(8): E02B3/10E02D15/00
CPCE02B3/10E02D15/00Y02A20/00
Inventor 胡宪平
Owner 上海景铭建设发展有限公司
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