Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Structure for reinforcing masonry structure through flat steel tie rods and adopting angle steel base plates and ring beam constructional columns for connecting end parts and construction method
The invention relates to a structure for reinforcing a masonry structure through flat steel tie rods and adopting angle steel base plates, ring beams and constructional columns for connecting end parts and a construction method. The structure comprises the flat steel tie rods, the angle steel base plates, tie bolts, grooves, the ring beams and the constructional columns. The flat steel tie rods are arranged in wall surface ash grooves which cling to the horizontal position of the wall surface and at the lower side of a floor slab or a roof panel; the flat steel tie rods are made of Q235B flat steel with the width of 100 mm and the thickness of 6 mm; tie bases are formed by welding tie plates, stiffening ribs and the flat steel tie rods; the grooves are ash removing grooves with the size of 180 mm* 25 mm, and the grooves are operation spaces facilitating connection and tensioning between the flat steel tie rods and the tie bases; the flat steel tie rods are connected with an original structure outer wall through the angle steel base plates and are poured together with the ring beams and the constructional columns; and two oval mounting holes are formed in each angle steel base plate, and the angle steel base plates are fixedly connected with the tie bases at the inner sides of the original structure outer wall through the tie bolts.
本发明涉及一种扁钢拉杆加固砌体结构端部采用角钢垫板、圈梁构造柱连接及其施工方法,包括扁钢拉杆、角钢垫板、拉结螺栓、凹槽、圈梁、构造柱;所述的扁钢拉杆设置在楼板或屋面板下侧紧贴墙面水平位置的墙面灰槽凹槽内;所述的扁钢拉杆材料为Q235B,宽100mm,厚度为6mm扁钢制成;所述的拉结底座由拉结板、加劲肋与扁钢拉杆焊接而成;所述的凹槽尺寸为180×25mm的剔灰槽,为方便扁钢拉杆及拉结底座之间的连接张拉的操作空间;所述的扁钢拉杆与原结构外墙采用角钢垫板连接,并与圈梁、构造柱浇筑一起;所述的角钢垫板上有两个椭圆形安装孔,通过拉结螺栓将角钢垫板与原结构外墙内侧的拉结底座连接固定。
Structure for reinforcing masonry structure through flat steel tie rods and adopting angle steel base plates and ring beam constructional columns for connecting end parts and construction method
The invention relates to a structure for reinforcing a masonry structure through flat steel tie rods and adopting angle steel base plates, ring beams and constructional columns for connecting end parts and a construction method. The structure comprises the flat steel tie rods, the angle steel base plates, tie bolts, grooves, the ring beams and the constructional columns. The flat steel tie rods are arranged in wall surface ash grooves which cling to the horizontal position of the wall surface and at the lower side of a floor slab or a roof panel; the flat steel tie rods are made of Q235B flat steel with the width of 100 mm and the thickness of 6 mm; tie bases are formed by welding tie plates, stiffening ribs and the flat steel tie rods; the grooves are ash removing grooves with the size of 180 mm* 25 mm, and the grooves are operation spaces facilitating connection and tensioning between the flat steel tie rods and the tie bases; the flat steel tie rods are connected with an original structure outer wall through the angle steel base plates and are poured together with the ring beams and the constructional columns; and two oval mounting holes are formed in each angle steel base plate, and the angle steel base plates are fixedly connected with the tie bases at the inner sides of the original structure outer wall through the tie bolts.
本发明涉及一种扁钢拉杆加固砌体结构端部采用角钢垫板、圈梁构造柱连接及其施工方法,包括扁钢拉杆、角钢垫板、拉结螺栓、凹槽、圈梁、构造柱;所述的扁钢拉杆设置在楼板或屋面板下侧紧贴墙面水平位置的墙面灰槽凹槽内;所述的扁钢拉杆材料为Q235B,宽100mm,厚度为6mm扁钢制成;所述的拉结底座由拉结板、加劲肋与扁钢拉杆焊接而成;所述的凹槽尺寸为180×25mm的剔灰槽,为方便扁钢拉杆及拉结底座之间的连接张拉的操作空间;所述的扁钢拉杆与原结构外墙采用角钢垫板连接,并与圈梁、构造柱浇筑一起;所述的角钢垫板上有两个椭圆形安装孔,通过拉结螺栓将角钢垫板与原结构外墙内侧的拉结底座连接固定。
Structure for reinforcing masonry structure through flat steel tie rods and adopting angle steel base plates and ring beam constructional columns for connecting end parts and construction method
扁钢拉杆加固砌体结构端部采用角钢垫板、圈梁构造柱连接及其施工方法
24.09.2021
Patent
Elektronische Ressource
Chinesisch
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2021
|Europäisches Patentamt | 2021
|Europäisches Patentamt | 2020
|