Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated assembled type toughness combined shear wall structure and construction installation method thereof
The invention discloses a prefabricated assembled type toughness combined shear wall structure and a construction installation method thereof. Construction is conducted on foundations. The prefabricated assembled type toughness combined shear wall structure comprises a steel plate combined shear wall, steel pipe concrete columns, shear-resistant steel plates, bolts, overhanging plates and anchor rods. The steel plate combined shear wall is attached to the foundations and is provided with a plurality of round holes. The steel pipe concrete columns are fixed to the two vertical side edges of thesteel plate combined shear wall. The shear-resistant steel plates are clamped on the lower portion of the steel plate combined shear wall and are provided with strip-shaped pre-open holes corresponding to the round holes. The steel plate combined shear wall is clamped and fixed between the two shear-resistant steel plates through the bolts. The overhanging plates are fixed to the steel pipe concrete columns. The bottom ends of the anchor rods are pre-embedded in the foundations. Upper rod bodies penetrate through the overhanging plates and then are sleeved with belleville spring sets, and twoends are symmetrically sleeved with limiting steel plates and high-strength nuts. The steel plate combined shear wall has flexural bearing capacity, self-resetting ability is enhanced, and the steelplate combined shear wall also has better toughness in an earthquake.
本发明公开了一种预制装配式韧性组合剪力墙结构及其施工安装方法，在地基基础上进行构建；包括钢板组合剪力墙、钢管混凝土柱、抗剪钢板、螺栓、悬挑板和锚杆；钢板组合剪力墙贴合在地基基础上，且开设有多个圆形孔；钢管混凝土柱固定在钢板组合剪力墙竖直的两侧边；抗剪钢板夹持在钢板组合剪力墙的下部；且开设有与圆形孔对应的条形预开孔；螺栓将钢板组合剪力墙夹持在两块抗剪钢板之间固定；悬挑板固定在钢管混凝土柱上；锚杆底端预埋在地基基础内，上部杆体穿过悬挑板后套设有碟形弹簧组，且两端对称套设有限位钢板和高强螺母。本发明使钢板组合剪力墙具有抗弯承载力，增强其自复位能力，也使钢板组合剪力墙在地震中具有更好的韧性。
Prefabricated assembled type toughness combined shear wall structure and construction installation method thereof
The invention discloses a prefabricated assembled type toughness combined shear wall structure and a construction installation method thereof. Construction is conducted on foundations. The prefabricated assembled type toughness combined shear wall structure comprises a steel plate combined shear wall, steel pipe concrete columns, shear-resistant steel plates, bolts, overhanging plates and anchor rods. The steel plate combined shear wall is attached to the foundations and is provided with a plurality of round holes. The steel pipe concrete columns are fixed to the two vertical side edges of thesteel plate combined shear wall. The shear-resistant steel plates are clamped on the lower portion of the steel plate combined shear wall and are provided with strip-shaped pre-open holes corresponding to the round holes. The steel plate combined shear wall is clamped and fixed between the two shear-resistant steel plates through the bolts. The overhanging plates are fixed to the steel pipe concrete columns. The bottom ends of the anchor rods are pre-embedded in the foundations. Upper rod bodies penetrate through the overhanging plates and then are sleeved with belleville spring sets, and twoends are symmetrically sleeved with limiting steel plates and high-strength nuts. The steel plate combined shear wall has flexural bearing capacity, self-resetting ability is enhanced, and the steelplate combined shear wall also has better toughness in an earthquake.
本发明公开了一种预制装配式韧性组合剪力墙结构及其施工安装方法，在地基基础上进行构建；包括钢板组合剪力墙、钢管混凝土柱、抗剪钢板、螺栓、悬挑板和锚杆；钢板组合剪力墙贴合在地基基础上，且开设有多个圆形孔；钢管混凝土柱固定在钢板组合剪力墙竖直的两侧边；抗剪钢板夹持在钢板组合剪力墙的下部；且开设有与圆形孔对应的条形预开孔；螺栓将钢板组合剪力墙夹持在两块抗剪钢板之间固定；悬挑板固定在钢管混凝土柱上；锚杆底端预埋在地基基础内，上部杆体穿过悬挑板后套设有碟形弹簧组，且两端对称套设有限位钢板和高强螺母。本发明使钢板组合剪力墙具有抗弯承载力，增强其自复位能力，也使钢板组合剪力墙在地震中具有更好的韧性。
Prefabricated assembled type toughness combined shear wall structure and construction installation method thereof
一种预制装配式韧性组合剪力墙结构及其施工安装方法
CHEN YUN (Autor:in) / WEI SHENGFEI (Autor:in)
10.04.2020
Patent
Elektronische Ressource
Chinesisch
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