A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated indirect reinforcement reinforced anchoring construction method
The invention discloses a fabricated indirect reinforcement reinforced anchoring construction method, and relates to the technical field of civil engineering fabricated buildings. The method comprises the following steps of (1), preparing a cylindrical connecting component; (2), preparing a spiral constraint component; (3), preparing a cylindrical auxiliary component; (4), pouring a wall body I; (5), pouring a wall body II; (6), forming grouting holes and embedded holes in the wall body II; and (7), inversely buckling the wall body II above the wall body I, pouring the grouting material into each grouting hole, and waiting for the complete solidification of the grouting material. and the mechanical meshing force between a connecting member and the concrete can be enhanced through protruding ribs evenly distributed on the connecting member, the concrete distributed on the periphery of the connecting member can be restrained through spiral steel bars, the mechanical property of the concrete at the position is improved, and bonding cracking is prevented. In conclusion, the fabricated indirect reinforcement reinforced anchoring construction method has the advantages of being reasonable in design, safe, reliable, good in adaptability and high in transportability.
本发明公开了一种装配式间接配筋加强锚固构造方法，涉及土木工程装配式建筑的技术领域，包括如下步骤：①制备圆柱形的连接构件；②制备螺旋形的约束构件；③制备圆柱形的辅助构件；④浇注墙体一；⑤浇注墙体二；⑥在墙体二上形成灌浆孔和预埋孔；⑦将墙体二倒扣在墙体一的上方，再在各个灌浆孔中灌入灌浆材料，再等待灌浆材料的完全凝固。其中，通过均匀分布于连接构件的凸肋可以加强与混凝土的机械咬合力，通过螺旋形的钢筋可约束分布于连接构件的四周的混凝土，以提高此处混凝土的力学性能，防止粘接开裂。综上所述，本发明中的装配式间接配筋加强锚固构造方法设计合理、安全可靠、适应性好、可移植性强的特点。
Fabricated indirect reinforcement reinforced anchoring construction method
The invention discloses a fabricated indirect reinforcement reinforced anchoring construction method, and relates to the technical field of civil engineering fabricated buildings. The method comprises the following steps of (1), preparing a cylindrical connecting component; (2), preparing a spiral constraint component; (3), preparing a cylindrical auxiliary component; (4), pouring a wall body I; (5), pouring a wall body II; (6), forming grouting holes and embedded holes in the wall body II; and (7), inversely buckling the wall body II above the wall body I, pouring the grouting material into each grouting hole, and waiting for the complete solidification of the grouting material. and the mechanical meshing force between a connecting member and the concrete can be enhanced through protruding ribs evenly distributed on the connecting member, the concrete distributed on the periphery of the connecting member can be restrained through spiral steel bars, the mechanical property of the concrete at the position is improved, and bonding cracking is prevented. In conclusion, the fabricated indirect reinforcement reinforced anchoring construction method has the advantages of being reasonable in design, safe, reliable, good in adaptability and high in transportability.
本发明公开了一种装配式间接配筋加强锚固构造方法，涉及土木工程装配式建筑的技术领域，包括如下步骤：①制备圆柱形的连接构件；②制备螺旋形的约束构件；③制备圆柱形的辅助构件；④浇注墙体一；⑤浇注墙体二；⑥在墙体二上形成灌浆孔和预埋孔；⑦将墙体二倒扣在墙体一的上方，再在各个灌浆孔中灌入灌浆材料，再等待灌浆材料的完全凝固。其中，通过均匀分布于连接构件的凸肋可以加强与混凝土的机械咬合力，通过螺旋形的钢筋可约束分布于连接构件的四周的混凝土，以提高此处混凝土的力学性能，防止粘接开裂。综上所述，本发明中的装配式间接配筋加强锚固构造方法设计合理、安全可靠、适应性好、可移植性强的特点。
Fabricated indirect reinforcement reinforced anchoring construction method
一种装配式间接配筋加强锚固构造方法
WANG HAICHAO (author) / LIU RONGGUI (author) / JIANG PEIXIAN (author) / WANG LU (author) / ZHOU MOCHAO (author) / PENG SHENGNAN (author) / ZHANG XIANGYU (author)
2021-05-28
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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