High-support Mould Construction and Risk Assessment in Civil Engineering Works

Journal: Architecture Engineering and Science DOI: 10.32629/aes.v5i1.1842

Xunchuan Meng

China Three Gorges Renewables (Group) Co., Ltd., Beijing 101100, China

Abstract

With the rapid development of the construction industry, advanced construction technology and new building materials continue to emerge. High-supporting mould technology, with the advantages of large bearing capacity, convenient erection and strong applicability, has been widely used in the field of construction engineering. However, due to the high height, large span, many rods, complex and variable force and other characteristics of the highly supported mould frame, there is a risk of tilting or collapsing in the process of building construction, which has a very high risk. This paper from the high supporting mould technology, frame erection technology key points, safety monitoring and evaluation of the detailed description, and targeted to put forward the corresponding reasonable suggestions, in order to be able to protect the smooth progress of construction.

Keywords

civil engineering, high support mould construction, risk assessment

References

[1]Li Aihong,Research on construction process and construction technology of high support mould in construction project[J]. Green Building Materials, 2020(10):163-164.
[2]WANG Lin,ZHONG Chonghong,AN Xiaoqing,High-supporting mould construction technology in housing civil engineering[J]. Engineering Construction and Design,2020(05):193-195.
[3]Cheng Yi,Research on high support mould construction technology in civil engineering construction[J]. Shandong industrial technology, 2019(18):106.
[4]Shi Zhifeng,Analysis on the use of high support mould construction technology in housing civil engineering[J]. Green environmental protection building materials, 2019(6):150-151.
[5]Li Aihong,Research on construction process and construction technology of high support mould in construction project[J]. Green building materials, 2020,164(10):169-170.

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