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Reciprocating self-climbing type climbing form system and its climbing form method

A climbing formwork and self-climbing technology, which is applied in the field of reciprocating self-climbing climbing formwork system and its climbing formwork, can solve the problem that the selection and operation of construction tower cranes and concrete placing booms are greatly affected, the reciprocating self-climbing cycle cannot be formed, and no climbing is set. Problems such as installation and installation can be shortened to shorten the construction period, reduce the construction cost and shorten the climbing time

Inactive Publication Date: 2007-06-06
SHENZHEN TECHEN SCI & TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1. The lifting equipment is placed on the upper part of the steel column, the equipment selection is limited and maintenance is difficult
[0005] 2. The steel column is too high above the concrete construction layer, which has a great influence on the selection and operation of the construction tower crane and concrete placing boom
[0006] 3. The lifting of the tool-type steel column needs the help of an external lifting mechanism, and the system itself is not equipped with a climbing device, which cannot form a reciprocating self-climbing cycle
[0007] 4. The rigid steel column is buried in the building wall, which cannot be recycled, and the construction cost is relatively high

Method used

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  • Reciprocating self-climbing type climbing form system and its climbing form method
  • Reciprocating self-climbing type climbing form system and its climbing form method
  • Reciprocating self-climbing type climbing form system and its climbing form method

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Embodiment 1

[0048]1 to 6 show Embodiment 1 of a reciprocating self-climbing climbing formwork system of the present invention. As shown in Figures 1 and 2, the climbing formwork system includes a carrier body 200, an operating inner platform 8, a lifting device 7 connecting the carrier body 200 and the operating inner platform 8, an outer scaffold 2 positioned outside the building wall 100, The outer formwork 3 and the inner scaffolding 6 and inner formwork 5 located inside the building wall 100 .

[0049] The bearing frame body 200 comprises an upper bearing frame 1, a lower bearing beam 9, a bearing column 4 connecting the upper bearing frame 1 and the lower bearing beam 9, the operating platform 8 is located between the upper bearing frame 1 and the lower bearing beam 9, and the bearing column 4 passes through Through the opening on the operating platform 8 and can move in the hole.

[0050] The outer scaffolding 2 is fixedly connected to the outer formwork 3, and the outer formwork 3...

Embodiment 2

[0072] Fig. 15 shows the second embodiment of a reciprocating self-climbing climbing formwork system of the present invention, which is the application of a reciprocating self-climbing climbing formwork system of the present invention on a single-sided building wall. As shown in Figure 15,

[0073] The climbing formwork system includes a load frame body 200, an operating platform 8, a lifting device 7 connecting the load frame body 200 and the operation platform 8, the left scaffold 2a, the left formwork 3a and the right scaffold 6a located on both sides of the building wall 100 , the right template 5a.

[0074] The bearing frame body 200 comprises an upper bearing frame 1, a lower bearing beam 9, a bearing column 4 connecting the upper bearing frame 1 and the lower bearing beam 9, the operating platform 8 is located between the upper bearing frame 1 and the lower bearing beam 9, and the bearing column 4 passes through Through the opening on the operating platform 8 and can m...

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Abstract

The present invention relates to a reciprocal self-climbing type form-climbing system and its form-climbing method. Said system includes load-bearing frame body, operation platform, lifting device for connecting load-bearing frame body and operation platform, forms positioned on two sides of building wall body and scaffold. Its load-bearing frame body includes upper load-bearing frame, lower load-bearing beam and load-bearing vertical column for connecting upper load-bearing frame and lower load-bearing beam, its operation platform is positioned between upper load-bearing frame and lower load-bearing beam, and the forms and scaffold are connected on the upper load-bearing frame or operation platform. Said invention also provides the working principle of said form-climbing system and its concrete operation and steps.

Description

technical field [0001] The invention relates to a building construction equipment system, and also to a working method of the system, more specifically, to a reciprocating self-climbing climbing formwork system and a climbing formwork method thereof. Background technique [0002] In the wall pouring project of high-rise buildings, scaffolding is usually built on the inside and outside of the wall, and then the formwork is fixed at the position of the wall to be poured to perform pouring. During the construction process, the formwork needs to be disassembled and assembled many times, which consumes a lot of labor and labor. time. [0003] In order to solve this problem, the Chinese patent ZL89107466.X with an application date of May 12, 1993 discloses a "integrated lifting system for super-high building mold outer scaffolding". The column fixed lifting machine controls the lifting of the bearing frame through the screw rod of the lifting machine, so that the independent bloc...

Claims

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Application Information

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IPC IPC(8): E04G11/28E04B2/84
Inventor 张爱武沈海晏周金王成义周念东
Owner SHENZHEN TECHEN SCI & TECH CO LTD
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