Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction technology of cast-in-place bent cap
The invention discloses a construction process of a cast-in-place cover beam, which comprises a pier column template, a cover beam template, side templates and an adjustable support; wherein the pier column template is positioned on the outer side of a pier column, the cover beam template is positioned on the top of the pier column template, the side templates are positioned on the two sides of the cover beam template, and the adjustable support is movably arranged between the pier column template and the side templates. According to the construction technology of the cast-in-place cover beam, the adjustable formwork supporting structure of the cast-in-place cover beam can be constructed after the lower pier column of the cover beam is poured to the designed elevation; therefore, the construction period of the capping beam is greatly shortened, and the investment cost and the construction measure cost of capping beam construction are reduced. Therefore, the construction cost is favorably controlled, the potential safety hazard caused by a traditional construction method is reduced, the construction process steps are reduced, and the construction period is greatly shortened; meanwhile, the construction quality problem caused by formwork deformation and supporting structure settlement of a traditional cast-in-place bent cap construction method is solved, the method is suitable for different working conditions, and better use prospects are brought.
本发明公开了一种现浇盖梁的施工工艺，包括墩柱模板、盖梁模板、侧模板和可调支撑，所述墩柱模板位于墩柱外侧，所述盖梁模板位于墩柱模板的顶部，所述侧模板位于盖梁模板的两侧，所述可调支撑活动设置在墩柱模板和侧模板之间。本发明所述的一种现浇盖梁的施工工艺，现浇盖梁可调模板支撑结构可在盖梁下墩柱浇筑至设计高程后进行施工，极大地缩短施工盖梁施工工期、减少了盖梁施工的投入成本及施工措施费，有利于施工成本的控制减小了传统施工方法造成的安全隐患、缩减了施工工艺步骤，极大地缩短了施工工期；同时解决了现浇盖梁传统施工方法的模板变形及支撑结构沉降导致施工施工质量问题等，适用不同工作状况，带来更好的使用前景。
Construction technology of cast-in-place bent cap
The invention discloses a construction process of a cast-in-place cover beam, which comprises a pier column template, a cover beam template, side templates and an adjustable support; wherein the pier column template is positioned on the outer side of a pier column, the cover beam template is positioned on the top of the pier column template, the side templates are positioned on the two sides of the cover beam template, and the adjustable support is movably arranged between the pier column template and the side templates. According to the construction technology of the cast-in-place cover beam, the adjustable formwork supporting structure of the cast-in-place cover beam can be constructed after the lower pier column of the cover beam is poured to the designed elevation; therefore, the construction period of the capping beam is greatly shortened, and the investment cost and the construction measure cost of capping beam construction are reduced. Therefore, the construction cost is favorably controlled, the potential safety hazard caused by a traditional construction method is reduced, the construction process steps are reduced, and the construction period is greatly shortened; meanwhile, the construction quality problem caused by formwork deformation and supporting structure settlement of a traditional cast-in-place bent cap construction method is solved, the method is suitable for different working conditions, and better use prospects are brought.
本发明公开了一种现浇盖梁的施工工艺，包括墩柱模板、盖梁模板、侧模板和可调支撑，所述墩柱模板位于墩柱外侧，所述盖梁模板位于墩柱模板的顶部，所述侧模板位于盖梁模板的两侧，所述可调支撑活动设置在墩柱模板和侧模板之间。本发明所述的一种现浇盖梁的施工工艺，现浇盖梁可调模板支撑结构可在盖梁下墩柱浇筑至设计高程后进行施工，极大地缩短施工盖梁施工工期、减少了盖梁施工的投入成本及施工措施费，有利于施工成本的控制减小了传统施工方法造成的安全隐患、缩减了施工工艺步骤，极大地缩短了施工工期；同时解决了现浇盖梁传统施工方法的模板变形及支撑结构沉降导致施工施工质量问题等，适用不同工作状况，带来更好的使用前景。
Construction technology of cast-in-place bent cap
一种现浇盖梁的施工工艺
FU SHUSHENG (Autor:in) / XU LEI (Autor:in) / LIU XIANGQIAN (Autor:in) / SHI HUAIYUAN (Autor:in) / CHEN YAN (Autor:in) / GAO HAIGANG (Autor:in) / SHENG HONGZHAO (Autor:in)
30.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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