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A platform for research: civil engineering, architecture and urbanism
Chip plant micro-vibration column full-section splicing construction method
The invention relates to the technical field of engineering construction, in particular to a chip plant micro-vibration column full-section splicing construction method. The method comprises the following steps that a, micro-vibration column reinforcing steel bar entering and machining are controlled, and reinforcing steel bar forming machining control focuses on stirrup machining, ladder bar machining, distance bar machining, horse stool machining and straight thread connector machining quality; b, the micro-vibration column steel bars are bound to the corresponding positions in the gaps of raft steel bar binding, and reinforcing measures are taken for the micro-vibration column steel bars. Frame columns in a steel structure span are all designed to be micro-vibration columns, all column steel bars are broken on a foundation raft plate face, after steel structure construction is completed, straight thread connectors are adopted for splicing, and the requirement for in-situ hoisting of the steel structure span is met; the adopted micro-vibration column steel bars are joint bars in the raft plate and do not make contact with the bottom of the raft plate, and full-section splicing is completed on the surface of the raft plate; the problems of full-section splicing installation and protection of the micro-vibration column are effectively solved, and the technology is economical, reasonable, advanced and feasible.
本发明涉及工程施工技术领域，尤其涉及一种芯片厂房微振柱全断面续接施工方法。本发明包括以下步骤：a.对微振柱钢筋进场、加工进行控制，钢筋成型加工控制重点为箍筋加工、梯子筋、定距筋、马凳的加工以及直螺纹接头的加工质量;b.在筏板钢筋绑扎的间隙将微振柱钢筋绑扎在对应位置，并对微振柱钢筋采取加固措施。本发明通过将钢结构跨内的框架柱均设计为微振柱，柱钢筋在基础筏板面全数断开，在钢结构施工完成后采用直螺纹接头进行续接，达到钢结构跨内原位吊装的需求；采用的微振柱钢筋在筏板内为插筋，未接触筏板底部，在筏板面完成全断面续接；有效解决了微振柱全断面续接安装、保护难题，技术经济合理、先进可行。
Chip plant micro-vibration column full-section splicing construction method
The invention relates to the technical field of engineering construction, in particular to a chip plant micro-vibration column full-section splicing construction method. The method comprises the following steps that a, micro-vibration column reinforcing steel bar entering and machining are controlled, and reinforcing steel bar forming machining control focuses on stirrup machining, ladder bar machining, distance bar machining, horse stool machining and straight thread connector machining quality; b, the micro-vibration column steel bars are bound to the corresponding positions in the gaps of raft steel bar binding, and reinforcing measures are taken for the micro-vibration column steel bars. Frame columns in a steel structure span are all designed to be micro-vibration columns, all column steel bars are broken on a foundation raft plate face, after steel structure construction is completed, straight thread connectors are adopted for splicing, and the requirement for in-situ hoisting of the steel structure span is met; the adopted micro-vibration column steel bars are joint bars in the raft plate and do not make contact with the bottom of the raft plate, and full-section splicing is completed on the surface of the raft plate; the problems of full-section splicing installation and protection of the micro-vibration column are effectively solved, and the technology is economical, reasonable, advanced and feasible.
本发明涉及工程施工技术领域，尤其涉及一种芯片厂房微振柱全断面续接施工方法。本发明包括以下步骤：a.对微振柱钢筋进场、加工进行控制，钢筋成型加工控制重点为箍筋加工、梯子筋、定距筋、马凳的加工以及直螺纹接头的加工质量;b.在筏板钢筋绑扎的间隙将微振柱钢筋绑扎在对应位置，并对微振柱钢筋采取加固措施。本发明通过将钢结构跨内的框架柱均设计为微振柱，柱钢筋在基础筏板面全数断开，在钢结构施工完成后采用直螺纹接头进行续接，达到钢结构跨内原位吊装的需求；采用的微振柱钢筋在筏板内为插筋，未接触筏板底部，在筏板面完成全断面续接；有效解决了微振柱全断面续接安装、保护难题，技术经济合理、先进可行。
Chip plant micro-vibration column full-section splicing construction method
一种芯片厂房微振柱全断面续接施工方法
WANG GUOQIANG (author) / DING DANGSHENG (author) / LI XIWEI (author) / DU GENG (author) / QIU JIANYUE (author) / LI PENGCHENG (author)
2023-01-17
Patent
Electronic Resource
Chinese
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