The Application of Reinforced Concrete Composite Floor System of Superimposing Box and Net Beam to Zibo Athletes Apartment

Zheng Fa Chen; Gui Feng Liu

doi:10.4028/www.scientific.net/AMR.163-167.1732

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Equivalent Ductility Damage Model for Seismic Response of RC Structures: Test and Verification
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Research on Transient Temperature of Concrete Surrounding Spiral Case and Temperature Effect on Gaps in a Hydropower Station
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Bilateral Shear Strength of Rectangular Frame Column with Different Stirrup on Two Principal Axis
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The Application of Reinforced Concrete Composite Floor System of Superimposing Box and Net Beam to Zibo Athletes Apartment
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Verification of Adjustment Method of Design Seismic Shear Force of the Frame in RC Frame-Shear Wall Structure
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Development of the Stress-Strain Relationship for Crack Diffused Concrete
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167The Application of Reinforced Concrete Composite...

The Application of Reinforced Concrete Composite Floor System of Superimposing Box and Net Beam to Zibo Athletes Apartment

Abstract:

According to the construction site of Zibo athlete apartment and the relevant standards, the structure constitution of the composite floor system, construction method and the problems that should be paid attention during construction were introduced in detail. Reinforced concrete composite floor system of superimposing box and net beam consisted of small prefabricated components- two reinforced concrete plates locating at top and bottom of the box and the cast-in-site concrete beam. This composite floor system was a whole structure of beam and plate combination, with a continuous box section. The superimposing box undertook the loads action together with the rib beam. The floor system has many advantages such as the industrial prefabricated components, stable construction quality, reduction of labor intensity in construction site and the environmental pollution, and the integral structure.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1732-1735

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1732

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Online since:

December 2010

Authors:

Zheng Fa Chen, Gui Feng Liu

Keywords:

Composite Floor System, Net Beam, Reinforced Concrete (RC), Superimposing Box

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References

[1] K.X. LI. The Splicing Concrete Composite Member Box and One Type of Net Beam Ceiling Processing Method: China, CN1789642 [P]. 2006206221.

Google Scholar

[2] K.X. LI, B.L. LI. Composite Member Box Made in Concrete: China, CN1773049 [P]. 2006205217.

Google Scholar

[3] FANG Hai, M.Y. WANG, Z.Q. XU. Construction Technology of Large Span Combined The Composite Box and Net Beam Floor [J]. Construction Technology, 2008(7) : 75277. (in Chinese).

Google Scholar

[4] K.X. LI, B.L. LI. The New Combined Type Concrete Composite Box: China , CN1702268[P]. 2005211230.

Google Scholar

[5] LIANG Yi, J.J. Miao, SU Jiang. Experimental Study on Composite Box and Net Beam Floor [J]. Journal of Shanxi Building.

Google Scholar