Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel reinforced concrete buttress wall joint and construction method thereof
The invention relates to the technical field of buildings, in particular to a steel reinforced concrete buttress wall joint and a construction method thereof. The problem that in the prior art, it is difficult to play the synergistic effect of section steel columns, wall body horizontal and vertical steel bars, buttress column vertical steel bars, stirrups and concrete at key stress parts of underground structure outer wall joint areas which are large in span, heavy in load, irregular in vertical and horizontal direction, high in space and complex in stress to the maximum extent can be solved. The steel reinforced concrete buttress wall joint comprises a wall and a steel reinforced concrete buttress, wherein the wall comprises a first side surface and a second side surface which are opposite to each other; the steel reinforced concrete buttress is connected with the wall body; the section steel column is arranged in the buttress; the first sawtooth-shaped plate body is vertically connected with one side, close to the first side surface, of the first flange in the section steel column, and a plurality of grooves are uniformly formed in the vertical direction of the first sawtooth-shaped plate body at intervals; the first horizontal steel bar is arranged in the groove in a penetrating manner; the second horizontal steel bars are connected with the web plates; a first vertical reinforcing steel bar and a second vertical reinforcing steel bar.
本申请涉及建筑技术领域，具体而言，涉及一种型钢混凝土扶壁柱墙体节点及其构造方法，可以解决现有技术很难将跨度大、重载、竖向及水平不规则、高空间且受力复杂的地下结构外墙节点区关键受力部位型钢柱、墙体水平及竖向钢筋、扶壁柱竖向钢筋及箍筋和混凝土的协同作用发挥到最大的问题。所述型钢混凝土扶壁柱墙体节点包括：墙体，墙体包括相对的第一侧面和第二侧面；与墙体连接的型钢混凝土扶壁柱；设置在扶壁柱内的型钢柱；与型钢柱中第一翼缘靠近第一侧面的一侧垂直连接的第一锯齿状板体，沿第一锯齿状板体的竖向设置有间隔均匀的多个凹槽；穿设于凹槽中的第一水平钢筋；连接腹板的多根第二水平钢筋；第一竖向钢筋和第二竖向钢筋。
Steel reinforced concrete buttress wall joint and construction method thereof
The invention relates to the technical field of buildings, in particular to a steel reinforced concrete buttress wall joint and a construction method thereof. The problem that in the prior art, it is difficult to play the synergistic effect of section steel columns, wall body horizontal and vertical steel bars, buttress column vertical steel bars, stirrups and concrete at key stress parts of underground structure outer wall joint areas which are large in span, heavy in load, irregular in vertical and horizontal direction, high in space and complex in stress to the maximum extent can be solved. The steel reinforced concrete buttress wall joint comprises a wall and a steel reinforced concrete buttress, wherein the wall comprises a first side surface and a second side surface which are opposite to each other; the steel reinforced concrete buttress is connected with the wall body; the section steel column is arranged in the buttress; the first sawtooth-shaped plate body is vertically connected with one side, close to the first side surface, of the first flange in the section steel column, and a plurality of grooves are uniformly formed in the vertical direction of the first sawtooth-shaped plate body at intervals; the first horizontal steel bar is arranged in the groove in a penetrating manner; the second horizontal steel bars are connected with the web plates; a first vertical reinforcing steel bar and a second vertical reinforcing steel bar.
本申请涉及建筑技术领域，具体而言，涉及一种型钢混凝土扶壁柱墙体节点及其构造方法，可以解决现有技术很难将跨度大、重载、竖向及水平不规则、高空间且受力复杂的地下结构外墙节点区关键受力部位型钢柱、墙体水平及竖向钢筋、扶壁柱竖向钢筋及箍筋和混凝土的协同作用发挥到最大的问题。所述型钢混凝土扶壁柱墙体节点包括：墙体，墙体包括相对的第一侧面和第二侧面；与墙体连接的型钢混凝土扶壁柱；设置在扶壁柱内的型钢柱；与型钢柱中第一翼缘靠近第一侧面的一侧垂直连接的第一锯齿状板体，沿第一锯齿状板体的竖向设置有间隔均匀的多个凹槽；穿设于凹槽中的第一水平钢筋；连接腹板的多根第二水平钢筋；第一竖向钢筋和第二竖向钢筋。
Steel reinforced concrete buttress wall joint and construction method thereof
一种型钢混凝土扶壁柱墙体节点及其构造方法
DONG SHUQING (Autor:in) / SHE YANGYANG (Autor:in) / HUANG YU (Autor:in) / HAN ZIJUN (Autor:in) / ZHANG GUANGTAO (Autor:in) / WANG SHENGLI (Autor:in) / ZHANG HAIGANG (Autor:in) / SHI JINING (Autor:in) / WU TONG (Autor:in) / CHENG SIYUAN (Autor:in)
30.12.2022
Patent
Elektronische Ressource
Chinesisch
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