Method for preventing progressive collapse of high and large formwork support

A tall formwork, continuous technology, applied in the connection of formwork/formwork/work frame, special data processing applications, on-site preparation of building components, etc., can solve the different load effects, without thinking about the use of large formwork supports Due to the role, the concrete is not mature and other problems, to prevent the collapse

Inactive Publication Date: 2013-03-27
CHONGQING UNIV
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Problems solved by technology

First of all, when the formwork support frame acts, the cast-in-place reinforced concrete structure contains concrete components that are still in a young age, and the mechanical properties of the concrete have not yet matured. As the age of the concrete increases, the resistance and internal forces of the entire structure will change. Moreover, in the formwork support system with large span and large floor height, the stiffness of the support frame is not infinite; secondly, there is a spatial correspondence between the formwork support frame and the reinforced concrete structure, which constitutes the relationship between the formwork support and the main structure. However, the structure failed to form a complete load-bearing system before the construction was completed; moreover, the load distribution during the construction stage was v

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  • Method for preventing progressive collapse of high and large formwork support

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Embodiment Construction

[0023] The present invention will be further described below in conjunction with drawings and embodiments.

[0024] Taking the formwork support of one of the long-span concrete beams as an example, the analysis and calculation are carried out. According to the construction status, the load range of the supporting formwork bracket under the beam is 500mm wide of the beam plus a certain range of 400mm wide on both sides of the beam, and the load on this surface in the construction status is 22.02kN / m 2 .

[0025] The basic data of the formwork support include:

[0026] 1. The horizontal distance of the pole is 0.5m, and the vertical distance is 1m. Since the support height is 8m, the vertical connection of the pole is connected by butt fasteners;

[0027] 2. The step distance between the horizontal bar and the vertical bar is 1.5m;

[0028] 3. Set vertical and horizontal sweeping poles, 0.2m from the ground;

[0029] 4. Set up connecting wall parts, and gradually distribute ...

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Abstract

The invention discloses a method for preventing progressive collapse of a high and large formwork support. The method comprises the following steps of: 1) modeling the high and large formwork support; 2) applying simulated loads to a model of the high and large formwork support; 3) calculating instability coefficients I corresponding to defects of the high and large formwork support; 4) adding auxiliary measures and recalculating instability coefficients II; and 5) comparing the instability coefficients I with the instability coefficients II. According to the method, the stress characteristics of a formwork support system during a construction period can be analyzed by modeling, and after calculation, the overall stress and the progressive collapse resistance of the formwork support are analyzed, and then improved technical measures on design and construction of the formwork support are provided. After the auxiliary measures are applied, the instability coefficients in the presence of the defects are recalculated, and then whether the auxiliary measures are effective or not is judged by comparing the instability coefficients in the presence of the defects with the instability coefficients when the auxiliary measures are not applied, so that the application of the auxiliary measures is guided, and the high and large formwork support is prevented from collapsing.

Description

technical field [0001] The invention relates to the field of building mechanics, in particular to a method for preventing continuous collapse of tall templates. Background technique [0002] A large number of statistical data show that the safety of the structure during construction is far less than the safety of the service period. Taking the United States as an example, about 57% of engineering damage accidents occur in the construction stage; in Russia, this ratio is about 70%, and it is more prominent in my country. Ye Yaoxian analyzed 285 large building structure collapse accidents in China between 1958 and 1987 The analysis conducted shows that 83% of the safety accidents occurred during the construction period, and according to the statistics of 357 collapse accidents in the past 10 years, 78% of the accidents occurred during the construction stage, and most of the structural collapses were caused by the formwork support system. collapse. [0003] Through the analysis...

Claims

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Application Information

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IPC IPC(8): G06F17/50E04G17/14
Inventor 华建民陈名弟
Owner CHONGQING UNIV
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