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Construction method of lifting casting wall and droping casting floor

A construction method and floor slab technology, which is applied to formwork/formwork/work frame, preparation of building components on site, construction, etc., can solve problems such as longer construction period, heavy workload and troublesome assembly and disassembly

Inactive Publication Date: 2004-05-05
河東榮
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, in this traditional stacking process, if the next floor is not completed, the construction of the previous floor cannot be carried out; when the floor height of a floor exceeds a certain value, buttresses are set and the wall and floor formwork are assembled. It will become very troublesome; the safety of the operation is also a problem
Moreover, the workload of assembling and dismantling the wall and floor formwork of each floor is very large; the flying dust and noise pollution are serious, the construction period becomes longer, and the erection material cost and labor cost will be increased; in addition, with the wall and floor formwork Repeated use, precision construction will also be a problem

Method used

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  • Construction method of lifting casting wall and droping casting floor
  • Construction method of lifting casting wall and droping casting floor
  • Construction method of lifting casting wall and droping casting floor

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Embodiment Construction

[0049] The first process step, as in figure 1 As shown in , the vertical steel bar 17 and the horizontal steel bar 18 net forming the skeleton of the wall body 2 are arranged on the foundation 1; at the position of the first floor slab 12, the outer wall steel bar is connected to the elastic sleeve rod 13 ' or the inner wall steel bar is connected to the elastic sleeve Rod 14 is fixed on vertical steel bar 17 and horizontal steel bar 18; On foundation 1 bottom surface, install the position of interior wall formwork 3,3 ' and exterior wall formwork 4, mark with ink. One end of the outer wall reinforcement connecting the elastic sleeve rod 13 has a hole, and a thread is formed in the hole, and it is fixed on the steel bar bent into a "" shape; Threads are formed in the holes. The second process step, as in figure 2 and Figure 7As shown in , use a crane to lift the inner wall formwork 3, 3' and the outer wall formwork 4, and fix the bottom, put the rubber ring 6 on the two ...

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Abstract

The invention relates to a construction method of rise concrete wall pouring and drop floor pouring when constructing concrete frame. Two flate structural inner wall templates and two 'pi' type structural inner wall templates stand face-to-face. A 'mouth' type inner template is formed by fastening and connecting the facing two inner templates using turnbuckles crew and square shape steel pipe; floor template, floor bracket and floor connecting wall template are formed on the inner template; An integrated inner wall box type template provided with opearting pedal and scaffold is formed subjacent the inner template, thus provides method of rise concrete wall pouring and drop floor pouring. It is a integrated and mechanical construction method for the formation of inner wall template and floor template components, which is suitable for high-rise construction. Scene complex working procedures can be simplified. Flying dust and noise will be prevented with continuous working, thus enhancing working efficiency and precision of the structural elements. It also reduces materials expenses and labor cost, and construction time is decreased.

Description

technical field [0001] The invention relates to a construction method related to "upward pouring of walls and downward pouring of floors" in the construction of concrete structures. That is, a construction method in which the interior wall formwork and the floor formwork are integrated first, and then the wall is constructed first when it is raised, and then the floor is constructed when it is lowered. Background technique [0002] The traditional concrete structure pouring process is to complete the construction of the concrete structure, and it is necessary to assemble the wall formwork and the floor formwork on each floor at the same time; after pouring the concrete structure of the floor, in order to pour the concrete structure of the next floor, It is necessary to reassemble the wall formwork and floor formwork, and complete the pouring of the concrete structure of each floor in sequence from the lower floor to the upper floor. [0003] However, in this traditional sta...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/35E04G11/02
Inventor 河東榮
Owner 河東榮
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