STRUCTURAL PERFORMANCE TEST RESEARCH ON THE NEW STEEL BAR TRUSS CONCRETE SUPERIMPOSED TWO-WAY SLAB

Tang Lei; Guo Zhengxing; Ding Guiping

doi:10.13204/j.gyjz201311012

Volume 43 Issue 11

Dec. 2014

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WU Zhongtan. Risk Analysis of Construction with Tunnel Boring Machines Passing Under Existing Tunnels Based on Gaussian Copula Bayesian Network Model[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 55-64. doi: 10.13204/j.gyjzG22103112

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Tang Lei, Guo Zhengxing, Ding Guiping. STRUCTURAL PERFORMANCE TEST RESEARCH ON THE NEW STEEL BAR TRUSS CONCRETE SUPERIMPOSED TWO-WAY SLAB[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 49-53. doi: 10.13204/j.gyjz201311012

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STRUCTURAL PERFORMANCE TEST RESEARCH ON THE NEW STEEL BAR TRUSS CONCRETE SUPERIMPOSED TWO-WAY SLAB

doi: 10.13204/j.gyjz201311012

1.
Southeast University,Nanjing 210096,China

Received Date: 2013-07-26
Publish Date: 2013-11-20

Abstract

Abstract

A comparative test was carried out between a new steel bar truss concrete superimposed two-way slab and a cast-in-situ two-way slab. It was measured that the vertical displacement,steel bar strain and crack propagation of the two slabs. By analyzing the main test phenomenon and result,the conclusion was that superimposed two-way slab stiffness and crack resistance were slightly lower than the overall site casting slab,but cracking propagation and position were almost the same. The joint configuration could realise two-way forcing of the new steel bar truss superimposed slab.
- precast concrete slab,
- superimposed two-way slab,
- steel bar truss,
- stiffness,
- crack resistance

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References

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沈阳化工大学材料科学与工程学院沈阳 110142

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