Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a construction method of large steel formwork cast-in-place column for column steel bars adopting a binding and overlapping manner. The construction method comprises an upper large steel formwork with a column cap, a lower large steel formwork, a bottom foot steel formwork and a base. According to the construction method, splicing type cast-in-place large steel formwork with independent closing of the large steel formwork under column and integral lifting of the large steel formwork over column, and the construction problem when the column steel bars are bound and overlapped is solved; and the assembly and disassembly are convenient, the concrete appearance quality is good, the operation scaffold for binding steel bars and formwork is omitted, the procedure is reduced, rapid hoisting is achieved, and the construction efficiency of the large steel formwork is improved.
一种柱钢筋采用绑扎搭接方式的大钢模现浇柱施工方法，包括带柱帽的上部大钢模、下部大钢模、底脚钢模和基座，本发明采用柱下部大钢模独立合模、柱上部大钢模整体吊装的可拼接式现浇柱大钢模，解决了柱钢筋采用绑扎搭接时的施工问题，且支拆方便、砼外观质量好，省去了绑扎钢筋和支模的操作脚手架，工序减少，实现快速吊装，提高大钢模柱的施工效率。
The invention discloses a construction method of large steel formwork cast-in-place column for column steel bars adopting a binding and overlapping manner. The construction method comprises an upper large steel formwork with a column cap, a lower large steel formwork, a bottom foot steel formwork and a base. According to the construction method, splicing type cast-in-place large steel formwork with independent closing of the large steel formwork under column and integral lifting of the large steel formwork over column, and the construction problem when the column steel bars are bound and overlapped is solved; and the assembly and disassembly are convenient, the concrete appearance quality is good, the operation scaffold for binding steel bars and formwork is omitted, the procedure is reduced, rapid hoisting is achieved, and the construction efficiency of the large steel formwork is improved.
一种柱钢筋采用绑扎搭接方式的大钢模现浇柱施工方法，包括带柱帽的上部大钢模、下部大钢模、底脚钢模和基座，本发明采用柱下部大钢模独立合模、柱上部大钢模整体吊装的可拼接式现浇柱大钢模，解决了柱钢筋采用绑扎搭接时的施工问题，且支拆方便、砼外观质量好，省去了绑扎钢筋和支模的操作脚手架，工序减少，实现快速吊装，提高大钢模柱的施工效率。
Construction method of large steel formwork cast-in-place column for column steel bars adopting binding and overlapping manner
一种柱钢筋采用绑扎搭接方式的大钢模现浇柱施工方法
24.04.2020
Patent
Elektronische Ressource
Chinesisch
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