Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel beam sliding construction method of steel reinforced concrete composite structure
The invention discloses a steel reinforced concrete composite structure steel beam sliding construction method. The technical problems that a tower crane needs to be occupied for a long time in the steel beam splicing and welding process and the stirrup installation process, and the construction efficiency is low are solved. The method comprises the following steps: step 1, designing and assembling a bailey truss; step 2, reinforcing a bailey truss support; 3, a sliding rail is arranged; 4, the section steel beam is hoisted and slipped; 5, beam stirrups are installed; step 6, constructing a section steel beam supporting cushion block; 7, assembling and welding the sectional steel beams; step 8, nondestructive inspection; and step 9, removing the bailey truss and performing subsequent process construction. In the construction process of the steel reinforced concrete composite beam structure, the bailey truss sliding construction technology is adopted when the section steel beam is installed, the technical problem that a tower crane needs to be occupied for a long time in the steel beam splicing and welding and stirrup installation processes can be effectively solved, the construction efficiency can be effectively improved, the field welding work amount is reduced, and the construction period is shortened.
本发明公开了一种型钢混凝土组合结构钢梁滑移施工方法，解决钢梁拼装、焊接及箍筋安装过程需长时间占用塔吊且施工效率低的技术问题。本发明包括以下步骤：步骤1、贝雷架设计及拼装；步骤2、贝雷架支座加固；步骤3、滑移轨道设置；步骤4、型钢梁吊装及滑移；步骤5、梁箍筋安装；步骤6、型钢梁支撑垫块施工；步骤7、分段型钢梁拼装焊接；步骤8、无损探伤；步骤9、贝雷架拆除及后续工序施工。本发明在型钢混凝土组合梁结构施工过程中，型钢梁安装时采用贝雷架滑移施工技术，可以有效解决钢梁拼装、焊接及箍筋安装过程需长时间占用塔吊的技术问题，并能有效提高施工效率，降低现场焊接工程量，缩短施工工期。
Steel beam sliding construction method of steel reinforced concrete composite structure
The invention discloses a steel reinforced concrete composite structure steel beam sliding construction method. The technical problems that a tower crane needs to be occupied for a long time in the steel beam splicing and welding process and the stirrup installation process, and the construction efficiency is low are solved. The method comprises the following steps: step 1, designing and assembling a bailey truss; step 2, reinforcing a bailey truss support; 3, a sliding rail is arranged; 4, the section steel beam is hoisted and slipped; 5, beam stirrups are installed; step 6, constructing a section steel beam supporting cushion block; 7, assembling and welding the sectional steel beams; step 8, nondestructive inspection; and step 9, removing the bailey truss and performing subsequent process construction. In the construction process of the steel reinforced concrete composite beam structure, the bailey truss sliding construction technology is adopted when the section steel beam is installed, the technical problem that a tower crane needs to be occupied for a long time in the steel beam splicing and welding and stirrup installation processes can be effectively solved, the construction efficiency can be effectively improved, the field welding work amount is reduced, and the construction period is shortened.
本发明公开了一种型钢混凝土组合结构钢梁滑移施工方法，解决钢梁拼装、焊接及箍筋安装过程需长时间占用塔吊且施工效率低的技术问题。本发明包括以下步骤：步骤1、贝雷架设计及拼装；步骤2、贝雷架支座加固；步骤3、滑移轨道设置；步骤4、型钢梁吊装及滑移；步骤5、梁箍筋安装；步骤6、型钢梁支撑垫块施工；步骤7、分段型钢梁拼装焊接；步骤8、无损探伤；步骤9、贝雷架拆除及后续工序施工。本发明在型钢混凝土组合梁结构施工过程中，型钢梁安装时采用贝雷架滑移施工技术，可以有效解决钢梁拼装、焊接及箍筋安装过程需长时间占用塔吊的技术问题，并能有效提高施工效率，降低现场焊接工程量，缩短施工工期。
Steel beam sliding construction method of steel reinforced concrete composite structure
一种型钢混凝土组合结构钢梁滑移施工方法
ZHANG HAICHUAN (Autor:in) / YU BO (Autor:in) / WANG YONGDONG (Autor:in) / LI DONGYI (Autor:in) / ZHU HUAZE (Autor:in) / WAN ZHIPENG (Autor:in)
17.06.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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