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Construction method for prefabricated subway station
The invention relates to the field of subway construction, in particular to a construction method for a prefabricated subway station. The construction method comprises the steps as follows: hoisting afirst intermediate member and first lateral members between two underground continuous walls sequentially; uninstalling a bottom layer support; hoisting second lateral members and second intermediatemembers; uninstalling a middle support; hoisting third lateral members and a third intermediate member; and uninstalling a top layer support. Because all the members in a bottom layer assembly, a middle layer assembly and a top layer assembly are prefabricated, production quality is higher than that of cast-in-place members, construction efficiency of the prefabricated members capable of being assembled on site is higher, and the number of construction personnel on site can be reduced.
本发明涉及地铁施工领域,具体涉及了一种装配式地铁车站的施工方法,其在两个地下连续墙之间依次吊装第一中间构件、第一侧向构件,拆除底层支撑,吊装第二侧向构件、第二中间构件,拆除中层支撑,吊装第三侧向构件、第三中间构件,拆除顶层支撑,由于底层组件、中层组件和顶层组件中的各个构件均为预制构件,因此其生产质量高于现浇构件,且能够现场装配的预制构件的施工效率更高,还能减少现场的施工人员。
Construction method for prefabricated subway station
The invention relates to the field of subway construction, in particular to a construction method for a prefabricated subway station. The construction method comprises the steps as follows: hoisting afirst intermediate member and first lateral members between two underground continuous walls sequentially; uninstalling a bottom layer support; hoisting second lateral members and second intermediatemembers; uninstalling a middle support; hoisting third lateral members and a third intermediate member; and uninstalling a top layer support. Because all the members in a bottom layer assembly, a middle layer assembly and a top layer assembly are prefabricated, production quality is higher than that of cast-in-place members, construction efficiency of the prefabricated members capable of being assembled on site is higher, and the number of construction personnel on site can be reduced.
本发明涉及地铁施工领域,具体涉及了一种装配式地铁车站的施工方法,其在两个地下连续墙之间依次吊装第一中间构件、第一侧向构件,拆除底层支撑,吊装第二侧向构件、第二中间构件,拆除中层支撑,吊装第三侧向构件、第三中间构件,拆除顶层支撑,由于底层组件、中层组件和顶层组件中的各个构件均为预制构件,因此其生产质量高于现浇构件,且能够现场装配的预制构件的施工效率更高,还能减少现场的施工人员。
Construction method for prefabricated subway station
装配式地铁车站的施工方法
XIANG BAO (Autor:in) / NONG XINGZHONG (Autor:in) / SHI HAI'OU (Autor:in) / DING XIANLI (Autor:in) / WU JUYANG (Autor:in) / OU FEIQI (Autor:in) / LIU CHUNJIE (Autor:in) / ZHOU QIAN (Autor:in) / LI HENGYI (Autor:in) / ZAN ZIHUI (Autor:in)
02.10.2020
Patent
Elektronische Ressource
Chinesisch
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