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Concrete shear wall pouring forms on two sides of settlement joint and erecting and disassembling method of concrete shear wall pouring forms
The invention discloses concrete shear wall pouring forms on two sides of a settlement joint and erecting and disassembling method of the concrete shear wall pouring forms, and solves the problem of how to pour shear walls on the two sides of the settlement joint in a high-efficiency and high-quality mode. According to the method, outer side steel forms of the two shear walls are erected on the two sides of the settlement joint correspondingly at the same time, transverse supporting rods are arranged in the settlement joint between the two steel forms, split bolt penetrating long-strip-shaped holes are formed in the two outer side steel forms, wood forms are erected on the inner sides of the two shear walls, nuts are welded to one ends of split bolts, the split bolts are arranged between the inner side wood forms and the outer side steel forms of the shear walls, the ends, welded to the nuts, of the split bolts penetrate through the split bolt penetrating long-strip-shaped holes formed in the outer side steel forms and then are rotated by 90 degrees, a bolt rod is inserted into the lower portion of the settlement joint, and the bolt rod is connected in the welded nuts penetrating out of the outer sides of the outer side steel forms in a penetrating manner to fix the outer side ends of the split bolts. According to the method, operation is easy, assembling and disassembling are convenient, repeated use can be achieved, and work efficiency is high.
本发明公开了一种沉降缝两侧混凝土剪力墙浇筑模板及其搭拆方法,解决了如何高效率高质量浇筑沉降缝两侧剪力墙的问题。在沉降缝的两侧,同时分别搭设两剪力墙的外侧钢模板,并在两钢模板之间的沉降缝中,设置横向支撑杆,在两块外侧钢模板上,设置对拉螺栓穿过长条孔,在两剪力墙内侧搭设木模板;在对拉螺栓的一端焊接螺母,在剪力墙内侧木模板与外侧钢模板之间设置对拉螺栓,将焊接有螺母的对拉螺栓的一端,穿过外侧钢模板上设置的对拉螺栓穿过长条孔后,旋转90度,向沉降缝下方插入一根插销杆,该插销杆穿接在穿出到外侧钢模板外侧的焊接螺母中,将对拉螺栓的外侧端固定;操作简单,装拆便捷,可反复重复使用,工效高。
Concrete shear wall pouring forms on two sides of settlement joint and erecting and disassembling method of concrete shear wall pouring forms
The invention discloses concrete shear wall pouring forms on two sides of a settlement joint and erecting and disassembling method of the concrete shear wall pouring forms, and solves the problem of how to pour shear walls on the two sides of the settlement joint in a high-efficiency and high-quality mode. According to the method, outer side steel forms of the two shear walls are erected on the two sides of the settlement joint correspondingly at the same time, transverse supporting rods are arranged in the settlement joint between the two steel forms, split bolt penetrating long-strip-shaped holes are formed in the two outer side steel forms, wood forms are erected on the inner sides of the two shear walls, nuts are welded to one ends of split bolts, the split bolts are arranged between the inner side wood forms and the outer side steel forms of the shear walls, the ends, welded to the nuts, of the split bolts penetrate through the split bolt penetrating long-strip-shaped holes formed in the outer side steel forms and then are rotated by 90 degrees, a bolt rod is inserted into the lower portion of the settlement joint, and the bolt rod is connected in the welded nuts penetrating out of the outer sides of the outer side steel forms in a penetrating manner to fix the outer side ends of the split bolts. According to the method, operation is easy, assembling and disassembling are convenient, repeated use can be achieved, and work efficiency is high.
本发明公开了一种沉降缝两侧混凝土剪力墙浇筑模板及其搭拆方法,解决了如何高效率高质量浇筑沉降缝两侧剪力墙的问题。在沉降缝的两侧,同时分别搭设两剪力墙的外侧钢模板,并在两钢模板之间的沉降缝中,设置横向支撑杆,在两块外侧钢模板上,设置对拉螺栓穿过长条孔,在两剪力墙内侧搭设木模板;在对拉螺栓的一端焊接螺母,在剪力墙内侧木模板与外侧钢模板之间设置对拉螺栓,将焊接有螺母的对拉螺栓的一端,穿过外侧钢模板上设置的对拉螺栓穿过长条孔后,旋转90度,向沉降缝下方插入一根插销杆,该插销杆穿接在穿出到外侧钢模板外侧的焊接螺母中,将对拉螺栓的外侧端固定;操作简单,装拆便捷,可反复重复使用,工效高。
Concrete shear wall pouring forms on two sides of settlement joint and erecting and disassembling method of concrete shear wall pouring forms
沉降缝两侧混凝土剪力墙浇筑模板及其搭拆方法
LI ZHONGLEI (Autor:in) / ZHANG YINYU (Autor:in) / WANG HONG (Autor:in) / WANG JIANMIN (Autor:in) / WANG YONG (Autor:in) / ZHAI PANHU (Autor:in) / ZHAO ZHIHONG (Autor:in) / GUO LONGLONG (Autor:in) / LI JINFENG (Autor:in)
30.07.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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