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Basement top plate construction joint cantilever beam plate auxiliary structure and basement construction method
According to the basement top plate construction joint cantilever beam plate auxiliary structure and the basement construction method, a transverse connection part of a first force transmission structure is arranged below a longitudinal steel bar in concrete of a structural beam, and then the transverse connection part and the structural beam can form a stable vertical force transmission structure; the first force transmission structures are at least arranged at the overhanging ends of the structural beams and at the joints of the structural beams and the structural columns adjacent to the overhanging ends of the structural beams, and the first force transmission structures and the second force transmission structures form a stable vertical force transmission system through the anchoring structures and the third force transmission structures. The first force transmission structure arranged at the joint of the structural beam and the structural column adjacent to the cantilever end of the structural beam can be stressed through the joint of the cantilever end of the structural beam and the structural column adjacent to the cantilever end of the structural beam, the first force transmission structure at the cantilever end of the structural beam is pulled upwards, and then the cantilever end of the structural beam is pulled upwards; and the cracking phenomenon of the cantilever end of the structural beam due to the gravity of the cantilever end is avoided.
本发明涉及地下室顶板施工缝悬挑梁板辅助构造及地下室施工方法，将第一传力结构的横联部设置于结构梁的混凝土内的纵向钢筋的下方，进而与结构梁能够形成稳定的竖向传力结构；且至少在结构梁的悬挑端以及结构梁与邻近结构梁悬挑端的结构柱的交接处设置第一传力结构，通过锚固结构和第三传力结构将第一传力结构与第二传力结构形成稳定的竖向传力系统，使得结构梁与邻近结构梁悬挑端的结构柱的交接处设置的第一传力结构，能够利用结构梁悬挑端与临近结构柱的交接处进行受力，将结构梁悬挑端的第一传力结构向上拉住，进而将结构梁悬挑端向上拉住，避免结构梁悬挑端因自身重力原因出现的开裂现象。
Basement top plate construction joint cantilever beam plate auxiliary structure and basement construction method
According to the basement top plate construction joint cantilever beam plate auxiliary structure and the basement construction method, a transverse connection part of a first force transmission structure is arranged below a longitudinal steel bar in concrete of a structural beam, and then the transverse connection part and the structural beam can form a stable vertical force transmission structure; the first force transmission structures are at least arranged at the overhanging ends of the structural beams and at the joints of the structural beams and the structural columns adjacent to the overhanging ends of the structural beams, and the first force transmission structures and the second force transmission structures form a stable vertical force transmission system through the anchoring structures and the third force transmission structures. The first force transmission structure arranged at the joint of the structural beam and the structural column adjacent to the cantilever end of the structural beam can be stressed through the joint of the cantilever end of the structural beam and the structural column adjacent to the cantilever end of the structural beam, the first force transmission structure at the cantilever end of the structural beam is pulled upwards, and then the cantilever end of the structural beam is pulled upwards; and the cracking phenomenon of the cantilever end of the structural beam due to the gravity of the cantilever end is avoided.
本发明涉及地下室顶板施工缝悬挑梁板辅助构造及地下室施工方法，将第一传力结构的横联部设置于结构梁的混凝土内的纵向钢筋的下方，进而与结构梁能够形成稳定的竖向传力结构；且至少在结构梁的悬挑端以及结构梁与邻近结构梁悬挑端的结构柱的交接处设置第一传力结构，通过锚固结构和第三传力结构将第一传力结构与第二传力结构形成稳定的竖向传力系统，使得结构梁与邻近结构梁悬挑端的结构柱的交接处设置的第一传力结构，能够利用结构梁悬挑端与临近结构柱的交接处进行受力，将结构梁悬挑端的第一传力结构向上拉住，进而将结构梁悬挑端向上拉住，避免结构梁悬挑端因自身重力原因出现的开裂现象。
Basement top plate construction joint cantilever beam plate auxiliary structure and basement construction method
地下室顶板施工缝悬挑梁板辅助构造及地下室施工方法
LIN XINYU (author) / HUANG LEIQUN (author) / HONG YOURUI (author) / XING JINHUAN (author) / PAN JIANMING (author) / FU LIANG (author) / NONG YUNKAI (author) / GAN ZUWANG (author) / LIN HEFAN (author) / HUANG YUSHENG (author)
2024-10-25
Patent
Electronic Resource
Chinese
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