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Thickness control device for symmetrical wall of steel plate concrete shear wall and construction method thereof
The invention relates to the field of walls built through on-site pouring or casting or tamping, in particular to a thickness control device for a symmetrical wall of a steel plate concrete shear walland a construction method thereof. The thickness control device for the symmetrical wall of the steel plate concrete shear wall comprises an internally-arranged steel plate wall (2), and the thickness control device is characterized by further comprising a concrete wall (1), forms (3), a steel plate (6), a tie rod (7), reinforcing nuts (8), limiting nuts (9) and steel plate fixing nuts (10), wherein the tie rod (7) is arranged on the internally-arranged steel plate wall (2) in a penetrating mode, and one steel plate fixing nut (10), one limiting nut (9) and a gasket are screwed into each of the two sides of the tie rod (7). The construction method of the thickness control device of the symmetrical wall of the steel plate concrete shear wall is characterized in that the construction methodis sequentially implemented according the following steps of 1, positioning and hole opening; 2, welding; 3, fixing; 4, form sleeving; 5, pouring; and 6, dismantling. The thickness control device hasthe advantages of being high in positioning efficiency, safe and reliable.
本发明涉及现场浇制、浇灌或捣实筑成的墙领域,具体为一种钢板混凝土剪力墙对称墙体的厚度控制装置及其施工方法。一种钢板混凝土剪力墙对称墙体的厚度控制装置,包括内置钢板墙(2),其特征是:还包括混凝土墙(1)、模板(3)、钢板(6)、对拉螺杆(7)、加固螺母(8)、限位螺母(9)和钢板固定螺母(10),对拉螺杆(7)穿在内置钢板墙(2)上,对拉螺杆(7)的两侧分别旋入一颗钢板固定螺母(10)、一颗限位螺母(9)和一块垫片。一种钢板混凝土剪力墙对称墙体的厚度控制装置的施工方法,其特征是:按如下步骤依次实施:①定位开孔;②焊接;③固定;④套模板;⑤浇筑;⑥拆除。本发明定位效率高,安全可靠。
Thickness control device for symmetrical wall of steel plate concrete shear wall and construction method thereof
The invention relates to the field of walls built through on-site pouring or casting or tamping, in particular to a thickness control device for a symmetrical wall of a steel plate concrete shear walland a construction method thereof. The thickness control device for the symmetrical wall of the steel plate concrete shear wall comprises an internally-arranged steel plate wall (2), and the thickness control device is characterized by further comprising a concrete wall (1), forms (3), a steel plate (6), a tie rod (7), reinforcing nuts (8), limiting nuts (9) and steel plate fixing nuts (10), wherein the tie rod (7) is arranged on the internally-arranged steel plate wall (2) in a penetrating mode, and one steel plate fixing nut (10), one limiting nut (9) and a gasket are screwed into each of the two sides of the tie rod (7). The construction method of the thickness control device of the symmetrical wall of the steel plate concrete shear wall is characterized in that the construction methodis sequentially implemented according the following steps of 1, positioning and hole opening; 2, welding; 3, fixing; 4, form sleeving; 5, pouring; and 6, dismantling. The thickness control device hasthe advantages of being high in positioning efficiency, safe and reliable.
本发明涉及现场浇制、浇灌或捣实筑成的墙领域,具体为一种钢板混凝土剪力墙对称墙体的厚度控制装置及其施工方法。一种钢板混凝土剪力墙对称墙体的厚度控制装置,包括内置钢板墙(2),其特征是:还包括混凝土墙(1)、模板(3)、钢板(6)、对拉螺杆(7)、加固螺母(8)、限位螺母(9)和钢板固定螺母(10),对拉螺杆(7)穿在内置钢板墙(2)上,对拉螺杆(7)的两侧分别旋入一颗钢板固定螺母(10)、一颗限位螺母(9)和一块垫片。一种钢板混凝土剪力墙对称墙体的厚度控制装置的施工方法,其特征是:按如下步骤依次实施:①定位开孔;②焊接;③固定;④套模板;⑤浇筑;⑥拆除。本发明定位效率高,安全可靠。
Thickness control device for symmetrical wall of steel plate concrete shear wall and construction method thereof
钢板混凝土剪力墙对称墙体的厚度控制装置及其施工方法
CAI KUI (author) / GONG YUNFEI (author) / XIE HUANHUAN (author) / LING ZIJIAN (author)
2021-02-12
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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