Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Newly-added bracket assembly for fixing reinforced concrete column by adopting wall-penetrating bolts in existing factory building and construction method of newly-added bracket assembly
The invention relates to a newly-added bracket assembly for fixing a reinforced concrete column by adopting wall-penetrating bolts in an existing factory building and a construction method of the newly-added bracket assembly. The bracket assembly is newly added by drilling through holes in the original reinforced concrete column in the factory building, adopting the wall-penetrating bolts and pouring epoxy resin glue. The newly-added bracket assembly comprises the original reinforced concrete column and a newly-added bracket assembly body, wherein the newly-added bracket assembly body is composed of steel plates, stiffening ribs and a connecting plate; the steel plates are Q345 steel plates with the thickness of 16mm; the stiffening ribs are two Q345 steel plates with the same appearance and the thickness of 16mm; the two chamfers of each stiffening rib are 135 degrees; the connecting plate is a Q345 steel plate with the thickness of 16mm; nine mounting holes are distributed in the connecting plate; and each mounting hole is a through hole. According to the newly-added bracket assembly, the upper load is specially transmitted to the reinforced concrete column, and the force transmission mode of the original structure is changed.
本发明涉及一种既有厂房采用穿墙螺栓固定钢筋混凝土柱新增牛腿组合件及其施工方法，通过将厂房内部原有的钢筋混凝土柱钻通孔、穿墙螺栓、灌注环氧树脂胶来新增牛腿组合件。包括原钢筋混凝土柱、新增牛腿组合件，所述的新增牛腿组合件由钢板、加劲肋、连接板组成；所述的钢板厚度为16mm的Q345钢板；所述的加劲肋为两块外形相同厚度均为16mm的Q345钢板；所述的加劲肋两个倒角均为135°；所述的连接板厚度为16mm的Q345钢板，所述的连接板上分布有九个安装孔，每个安装孔均为通孔。通过新增牛腿组合件，将上部荷载专递给钢筋混凝土柱，改变原结构的传力模式。
Newly-added bracket assembly for fixing reinforced concrete column by adopting wall-penetrating bolts in existing factory building and construction method of newly-added bracket assembly
The invention relates to a newly-added bracket assembly for fixing a reinforced concrete column by adopting wall-penetrating bolts in an existing factory building and a construction method of the newly-added bracket assembly. The bracket assembly is newly added by drilling through holes in the original reinforced concrete column in the factory building, adopting the wall-penetrating bolts and pouring epoxy resin glue. The newly-added bracket assembly comprises the original reinforced concrete column and a newly-added bracket assembly body, wherein the newly-added bracket assembly body is composed of steel plates, stiffening ribs and a connecting plate; the steel plates are Q345 steel plates with the thickness of 16mm; the stiffening ribs are two Q345 steel plates with the same appearance and the thickness of 16mm; the two chamfers of each stiffening rib are 135 degrees; the connecting plate is a Q345 steel plate with the thickness of 16mm; nine mounting holes are distributed in the connecting plate; and each mounting hole is a through hole. According to the newly-added bracket assembly, the upper load is specially transmitted to the reinforced concrete column, and the force transmission mode of the original structure is changed.
本发明涉及一种既有厂房采用穿墙螺栓固定钢筋混凝土柱新增牛腿组合件及其施工方法，通过将厂房内部原有的钢筋混凝土柱钻通孔、穿墙螺栓、灌注环氧树脂胶来新增牛腿组合件。包括原钢筋混凝土柱、新增牛腿组合件，所述的新增牛腿组合件由钢板、加劲肋、连接板组成；所述的钢板厚度为16mm的Q345钢板；所述的加劲肋为两块外形相同厚度均为16mm的Q345钢板；所述的加劲肋两个倒角均为135°；所述的连接板厚度为16mm的Q345钢板，所述的连接板上分布有九个安装孔，每个安装孔均为通孔。通过新增牛腿组合件，将上部荷载专递给钢筋混凝土柱，改变原结构的传力模式。
Newly-added bracket assembly for fixing reinforced concrete column by adopting wall-penetrating bolts in existing factory building and construction method of newly-added bracket assembly
既有厂房采用穿墙螺栓固定钢筋混凝土柱新增牛腿组合件及其施工方法
DONG YOU (Autor:in) / JU SHUSEN (Autor:in) / CAO WENCHEN (Autor:in)
04.12.2020
Patent
Elektronische Ressource
Chinesisch
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2024