Construction Site Measurement of High or Large-Span Form Strut System

Xue Feng Cai; Jin Ping Zhuang; Ji Zhong Zhou

doi:10.4028/www.scientific.net/AMR.163-167.1226

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Effects Analysis of Web Cracks on Long-Term Deformation of Large Span Pre-Stressed Concrete Continuous Box Girder Bridge
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A Numerical Method for Penetration into Concrete Target Using SPH-Lagrange Coupling Method
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Nonlinear Seismic Response of Special-Shaped Column Frame Structures
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Construction Site Measurement of High or Large-Span Form Strut System
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Research on Temperature Stress of Large-Area Concrete Beam-Slab Structure
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The Mechanics Behavior Study of Four-Cell Concrete Rectangle Liquid-Storage Structure under the Thermal Envirement
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Study on Mechanical Behavior of the Key Components of High-Level Transfer Frame-Shear Wall Structure with Viscous Dampers
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An Analytical Solution for the Elastic Moduli of Concrete with Interfacial Cracks
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Construction Site Measurement of High or...

Construction Site Measurement of High or Large-Span Form Strut System

Abstract:

Design theory of high or large-span form strut system cann’t meet the engineering requirement and deficiencies were pointed out. In this paper, variation rule of axial force of the strut with the whole course of concrete pouring had been studied by measuring on three sites. The result discovered that pouring method and floor modes have significant effect on axial force of high or large-span form strut system. Compared to manual pouring, pumping lead to not only horizontal impact force but also vertical impact force. Compared to flat roof, axial force of avertical strut in sloping roof form strut system were more uneven and the maximal difference reached to 2 times. Axial force between bottom part and top part at avertical strut are different due to the influence of horizontal strut and crossing strut. Due to analysis result, some corresponding advices were put out in the end.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1226-1231

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1226

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Online since:

December 2010

Authors:

Xue Feng Cai, Jin Ping Zhuang, Ji Zhong Zhou

Keywords:

Axial Force of Avertical Strut, Concrete Pouring Method, Construction Site Measurement, High or Large-Span Form Strut System

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