A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
High-pile cap tower footing reinforcing construction method capable of increasing reliability and reinforcing structure thereof
The invention discloses a high-pile cap tower footing reinforcing construction method capable of increasing the reliability and a reinforcing structure thereof. The construction method comprises the steps of arranging vertical and horizontal lacing bars between latticed columns; adjusting the length of the exposed parts of the latticed columns according to the earth excavation depth; adjusting thecombined structure of the vertical lacing bars according to the perpendicularity of the latticed columns; and arranging the horizontal lacing bars in the same elevation positions of floor rebars, continuously installing the floor rebars and formworks at the latticed columns at intervals, and synchronously pouring concrete and a floor at the latticed columns. The high-pile cap tower footing reinforcing construction method is suitable for high-pile cap tower footing reinforcing construction with the height being 10 m or above, the safe and reasonable batten plate type latticed columns are guaranteed, the safety and reliability in use of a tower crane are guaranteed, the safety calculation requirement is met, and the tower crane foundation is reinforced.
本发明公开一种提高可靠性的高桩承台塔基加固施工方法及其加固结构，所述施工方法包括步骤：在格构柱间设置竖向和水平向的缀条；根据土方开挖深度，调整格构柱外露部分的长度；根据格构柱垂直度，调节竖向缀条的组合结构；将水平向的缀条设置在楼板钢筋同标高位置处，并将所述楼板钢筋、模板在格构柱处连续间隔安装，且在格构柱处将混凝土和楼板同步浇筑；其适用于10m以上的高桩承台塔基加固施工，且确保缀板式格构柱安全、合理，确保塔吊使用的安全性和可靠性，满足安全计算需求，实现对塔吊基础进行加固处理。
High-pile cap tower footing reinforcing construction method capable of increasing reliability and reinforcing structure thereof
The invention discloses a high-pile cap tower footing reinforcing construction method capable of increasing the reliability and a reinforcing structure thereof. The construction method comprises the steps of arranging vertical and horizontal lacing bars between latticed columns; adjusting the length of the exposed parts of the latticed columns according to the earth excavation depth; adjusting thecombined structure of the vertical lacing bars according to the perpendicularity of the latticed columns; and arranging the horizontal lacing bars in the same elevation positions of floor rebars, continuously installing the floor rebars and formworks at the latticed columns at intervals, and synchronously pouring concrete and a floor at the latticed columns. The high-pile cap tower footing reinforcing construction method is suitable for high-pile cap tower footing reinforcing construction with the height being 10 m or above, the safe and reasonable batten plate type latticed columns are guaranteed, the safety and reliability in use of a tower crane are guaranteed, the safety calculation requirement is met, and the tower crane foundation is reinforced.
本发明公开一种提高可靠性的高桩承台塔基加固施工方法及其加固结构，所述施工方法包括步骤：在格构柱间设置竖向和水平向的缀条；根据土方开挖深度，调整格构柱外露部分的长度；根据格构柱垂直度，调节竖向缀条的组合结构；将水平向的缀条设置在楼板钢筋同标高位置处，并将所述楼板钢筋、模板在格构柱处连续间隔安装，且在格构柱处将混凝土和楼板同步浇筑；其适用于10m以上的高桩承台塔基加固施工，且确保缀板式格构柱安全、合理，确保塔吊使用的安全性和可靠性，满足安全计算需求，实现对塔吊基础进行加固处理。
High-pile cap tower footing reinforcing construction method capable of increasing reliability and reinforcing structure thereof
一种提高可靠性的高桩承台塔基加固施工方法及其加固结构
CHEN SAIJU (author) / GU ZHENGHUA (author) / FU JINGUANG (author) / WANG ZUOTONG (author) / MA HAIXU (author) / CHEN MO (author) / XIAO PEILEI (author) / ZHAO SHUSHAN (author) / ZHU BINMA (author)
2021-02-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Tower footing reinforcing device and transmission tower device
| European Patent Office | 2024
| European Patent Office | 2024
High-pile wharf reinforcing structure and reinforcing method thereof
| European Patent Office | 2024
Reinforcing pile foundation for building construction and reinforcing method thereof
| European Patent Office | 2023