Key Construction Techniques of 4000m2 Hyperbolic Cooling Tower

Hui Wang

doi:10.4028/www.scientific.net/AMM.438-439.548

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Key Construction Techniques of 4000m2 Hyperbolic...

Key Construction Techniques of 4000m² Hyperbolic Cooling Tower

Abstract:

Combined with a 2×350MW gas power station project, the main construction process and specific technology of each subentry project for a large hyperbolic cooling tower were described in details. The customized steel templates were used and positioned by accurate calculation. The mass concrete was poured by alternative bay construction which replaced deformation joint and after-pouring belt. The measures such as controlling temperature, avoiding leakage and monitoring geometric size were taken actively. These methods greatly improve the quality of the structure and are strong guarantee for achieving high-quality project.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

548-552

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.548

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Online since:

October 2013

Authors:

Hui Wang

Keywords:

Alternative Bay Construction, Appearance Quality, Hyperbolic Cooling Tower, Mass Concrete, Water-Stop Strip

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References

[1] DL/T 5210. 1-2005, Specification for Construction Quality Acceptance and Evaluation of Electric Power Construction, China Electric Press, Beijing, (2005).

Google Scholar

[2] GB50204-2002, Code for Acceptance of Constructional Quality of Concrete Structures, China Building Industry Press, Beijing, (2002).

Google Scholar

[3] F. Gao, L. You, New technique of alternate segment concrete construction, Architecture Technology, Vol. 42 No. 5 ( 2011) 431-435.

Google Scholar

[4] L. Zou, D. Dong, Quality control of mass concrete, Concrete, 7 (2010) 145-146.

Google Scholar

[5] S. Liu, Stop water measures discussion about cooling tower construction joints, Journal of Beijing Electric Power College, Vol. 27 No. 8 (2010) 99-100.

Google Scholar

[6] F. Gao, L. Yang, L. You, Construction process control of the Tube-shaped concrete Appearance of a Cooling Tower, Anhui Architecture, 2 (2009) 50-52.

Google Scholar