Full-automatic underground continuous wall reinforcement mesh weaving machine

An underground continuous wall and steel mesh technology, which is applied in the field of construction machinery, can solve problems such as insecurity, large size of steel cages, non-continuous foundation walls, etc., and achieve the effect of improving efficiency and reducing the amount of human labor

Active Publication Date: 2015-02-18
GEOTECHN TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, on construction sites, drilling machines are generally used to form pile holes in the foundation soil. Workers weave steel cages, put the steel cages into the pile holes, and then pour concrete building foundations into them. There are complicated steps, low efficiency, and manpower consumption. In addition, the established foundation wall is not continuous, and its strength is low; the existing underground continuous wall is generally first excavated by various digging machines to guide wall grooves in the ground, and then the steel cage is manually welded, and the crane is used to move the wall The steel cage is placed vertically into the guide wall groove, and finally the concrete is poured into it. The steps are complicated and the efficiency is low. Moreover, the steel cage is large in size, so it is difficult to lift and put it into the guide wall groove; the existing operation method requires manual climbing. It is unsafe to work in the soil tank below the ground
At present, there is no machine that integrates underground automatic trenching and automatic weaving of steel mesh

Method used

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  • Full-automatic underground continuous wall reinforcement mesh weaving machine
  • Full-automatic underground continuous wall reinforcement mesh weaving machine
  • Full-automatic underground continuous wall reinforcement mesh weaving machine

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Embodiment Construction

[0036] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0037] Such as figure 1 , 2 As shown in and 3, a fully automatic underground diaphragm wall reinforcement mesh interweaving machine includes active carriage 24, driven carriage 1, intermediate support frame 5, transverse reinforcement rope storage rack, transverse reinforcement rope interweaving mechanism, longitudinal reinforcement conveying mechanism, intermittent Transmission mechanism, groove milling mechanism and driving mechanism; the active carriage 24 is fixedly provided with a longitudinal reinforcement conveying mechanism support 24-1; the bottom of the longitudinal reinforcement conveying mechanism is connected with the active carriage 24 by bolts, and the middle part is supported on the longitudinal reinforcement conveying mechanism support 24-1 Above; the bottom end of the intermittent transmission mechanism is connected to the active carr...

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Abstract

The invention discloses a full-automatic underground continuous wall reinforcement mesh weaving machine. The existing underground continuous wall has the problem that the reinforcement cage is vertically put into the wall guide groove by the crane, and the size of the reinforcement cage is large, so the hoisting and putting of the reinforcement cage into the wall guide groove are difficult. A machine which integrates underground automatic grooving and automatic reinforcement mesh weaving is not invented at present. The full-automatic underground continuous wall reinforcement mesh weaving machine is characterized in that a driving mechanism is used for driving an active vehicle carriage, an intermittent transmission mechanism and a groove milling mechanism, the intermittent transmission mechanism is used for respectively transferring power to a transverse reinforcement rope weaving mechanism and a longitudinal reinforcement conveying mechanism, the groove milling mechanism is used for digging the wall guide groove of the continuous wall, the transverse reinforcement rope weaving mechanism is used for weaving a reinforcement rope in the wall guide groove of the continuous wall, the reinforcement rope is provided by a transverse reinforcement rope storage frame, and the longitudinal reinforcement conveying mechanism can do intermittent movement to put the reinforcements into the reinforcement rope weaved by the transverse reinforcement rope weaving mechanism, so as to weave the reinforcement mesh. The full-automatic underground continuous wall reinforcement mesh weaving machine has the advantage that the wall guide groove of the continuous wall can be automatically dug under the ground, and the reinforcement mesh is automatically weaved in the wall guide groove, so the underground continuous wall is quickly built.

Description

technical field [0001] The invention belongs to the field of construction machinery, and relates to an automatic groove-digging mechanism and an automatic reinforcement weaving mechanism, in particular to a fully automatic underground diaphragm wall reinforcement mesh interweaving machine. Background technique [0002] The foundation is the foundation of a building. With the development of the construction industry, the requirements for the efficiency of laying the foundation are getting higher and higher. At present, on construction sites, drilling machines are generally used to form pile holes in the foundation soil. Workers weave steel cages, put the steel cages into the pile holes, and then pour concrete building foundations into them. There are complicated steps, low efficiency, and manpower consumption. In addition, the established foundation wall is not continuous, and its strength is low; the existing underground continuous wall is generally first excavated by variou...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B21F27/20
Inventor 俞高红殷树芳杜立恒潘金龙吴国环王智群
Owner GEOTECHN TECH
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