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A platform for research: civil engineering, architecture and urbanism
Grid type anchorage foundation top plate pouring formwork system and construction method
The invention relates to a grating type anchorage foundation top plate pouring formwork system and a construction method.The grating type anchorage foundation top plate pouring formwork system comprises a supporting structure and a bottom formwork, the supporting structure comprises two corbel supporting mechanisms and a supporting beam, the two corbel supporting mechanisms are oppositely arranged, and the supporting beam is arranged between the two corbel supporting mechanisms; each bracket supporting mechanism is used for being fixed in concrete at the top of a grating wall, and the two ends of the supporting beam are connected with the two bracket supporting mechanisms correspondingly; the bottom formwork is arranged on the upper side of the supporting beam and used for top plate pouring. The technical problems that in the prior art, support cast-in-place is adopted, the height of a steel support is large due to the fact that the height of a partition wall is generally 10-30 m, most materials are used for supporting the weight of the steel support, and the material consumption is not economical are solved.
本发明涉及一种格栅式锚碇基础顶板浇筑模板系统及施工方法，格栅式锚碇基础顶板浇筑模板系统包括支撑结构和底模板，所述支撑结构包括两个牛腿支撑机构和支撑梁，两个所述牛腿支撑机构相对设置，每一所述牛腿支撑机构用于固定于格栅墙顶部混凝土中，所述支撑梁的两端分别与两个所述牛腿支撑机构连接；所述底模板设于所述支撑梁上侧，所述底模板用于供顶板浇筑。本发明解决了现有技术中采用支架现浇，由于隔墙高度一般在10～30米不等，因此钢支架高度高，而且大部分材料用于支撑钢支架本身的重量，材料用量不经济的技术问题。
Grid type anchorage foundation top plate pouring formwork system and construction method
The invention relates to a grating type anchorage foundation top plate pouring formwork system and a construction method.The grating type anchorage foundation top plate pouring formwork system comprises a supporting structure and a bottom formwork, the supporting structure comprises two corbel supporting mechanisms and a supporting beam, the two corbel supporting mechanisms are oppositely arranged, and the supporting beam is arranged between the two corbel supporting mechanisms; each bracket supporting mechanism is used for being fixed in concrete at the top of a grating wall, and the two ends of the supporting beam are connected with the two bracket supporting mechanisms correspondingly; the bottom formwork is arranged on the upper side of the supporting beam and used for top plate pouring. The technical problems that in the prior art, support cast-in-place is adopted, the height of a steel support is large due to the fact that the height of a partition wall is generally 10-30 m, most materials are used for supporting the weight of the steel support, and the material consumption is not economical are solved.
本发明涉及一种格栅式锚碇基础顶板浇筑模板系统及施工方法，格栅式锚碇基础顶板浇筑模板系统包括支撑结构和底模板，所述支撑结构包括两个牛腿支撑机构和支撑梁，两个所述牛腿支撑机构相对设置，每一所述牛腿支撑机构用于固定于格栅墙顶部混凝土中，所述支撑梁的两端分别与两个所述牛腿支撑机构连接；所述底模板设于所述支撑梁上侧，所述底模板用于供顶板浇筑。本发明解决了现有技术中采用支架现浇，由于隔墙高度一般在10～30米不等，因此钢支架高度高，而且大部分材料用于支撑钢支架本身的重量，材料用量不经济的技术问题。
Grid type anchorage foundation top plate pouring formwork system and construction method
一种格栅式锚碇基础顶板浇筑模板系统及施工方法
TAO CHENLIANG (author) / PENG XIAOBIN (author) / ZHANG MING (author) / YANG CAN (author) / HU YUANLIN (author) / HOU CAN (author)
2023-10-24
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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