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Angle steel bracket and steel tie rod reinforced masonry structure end connection adopting steel base plates and ring beam constructional columns and construction method thereof
The invention relates to an angle steel bracket and steel tie rod reinforced masonry structure end connection adopting steel base plates and ring beam constructional columns and a construction method thereof. The angle steel bracket and steel tie rod reinforced masonry structure end connection comprises angle steel brackets, steel base plates, ring beams and constructional columns; the angle steel brackets are arranged on the lower part of a masonry structure floor or a roof panel and the corner of an original structure wall body; one flanges of the angle steel brackets cling to the lower skin of the floor or the roof panel, and the other flanges of the angle steel brackets cling to the wall surface of the original structure wall body; the angle steel brackets are symmetrically arranged on the two sides of the original structure wall body; and the angle steel brackets are connected with the original structure outer wall through the steel base plates, and are poured together with the ring beams and the constructional columns.
本发明涉及一种角钢支托钢拉杆加固砌体结构端部采用钢垫板、圈梁构造柱连接及其施工方法,包括角钢支托、钢垫板、圈梁、构造柱;所述的角钢支托设置在砌体结构楼板或屋面板下部和原结构墙体拐角处;所述的角钢支托一翼缘紧贴楼板或屋面板下皮,另一翼缘紧贴原结构墙体墙面;所述的角钢支托在原结构墙体两侧对称设置;所述的角钢支托与原结构外墙采用钢垫板连接,并与圈梁、构造柱浇筑一起。
Angle steel bracket and steel tie rod reinforced masonry structure end connection adopting steel base plates and ring beam constructional columns and construction method thereof
The invention relates to an angle steel bracket and steel tie rod reinforced masonry structure end connection adopting steel base plates and ring beam constructional columns and a construction method thereof. The angle steel bracket and steel tie rod reinforced masonry structure end connection comprises angle steel brackets, steel base plates, ring beams and constructional columns; the angle steel brackets are arranged on the lower part of a masonry structure floor or a roof panel and the corner of an original structure wall body; one flanges of the angle steel brackets cling to the lower skin of the floor or the roof panel, and the other flanges of the angle steel brackets cling to the wall surface of the original structure wall body; the angle steel brackets are symmetrically arranged on the two sides of the original structure wall body; and the angle steel brackets are connected with the original structure outer wall through the steel base plates, and are poured together with the ring beams and the constructional columns.
本发明涉及一种角钢支托钢拉杆加固砌体结构端部采用钢垫板、圈梁构造柱连接及其施工方法,包括角钢支托、钢垫板、圈梁、构造柱;所述的角钢支托设置在砌体结构楼板或屋面板下部和原结构墙体拐角处;所述的角钢支托一翼缘紧贴楼板或屋面板下皮,另一翼缘紧贴原结构墙体墙面;所述的角钢支托在原结构墙体两侧对称设置;所述的角钢支托与原结构外墙采用钢垫板连接,并与圈梁、构造柱浇筑一起。
Angle steel bracket and steel tie rod reinforced masonry structure end connection adopting steel base plates and ring beam constructional columns and construction method thereof
角钢支托钢拉杆加固砌体结构端部采用钢垫板、圈梁构造柱连接及其施工方法
28.09.2021
Patent
Elektronische Ressource
Chinesisch
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2021
|Europäisches Patentamt | 2022
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