Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Anti-beam-falling tensile support
The invention provides a beam-falling-preventing tensile support which comprises an upper support plate, a lower support plate and a spherical crown lining plate slidably arranged between the upper support plate and the lower support plate and further comprises a first reinforcing structure, a second reinforcing structure and a first tensile structure, the first tensile structure is connected between the spherical crown lining plate and the lower support plate, and the second tensile structure is connected between the spherical crown lining plate and the lower support plate. The connecting force is provided for the spherical crown lining plate and the lower seat plate; and when the upper seat plate is pulled, the second tensile structure stops the trend that the spherical crown lining plate and the upper seat plate are separated from each other. And the upper and lower seat plates are provided with limiting stoppers to prevent the beam falling risk caused by excessive displacement of the support. According to the anti-beam-falling tensile type support, by additionally arranging a double tensile structure and a bidirectional anti-beam-falling structure, the connecting force between the upper seat plate and the spherical crown lining plate and the connecting force between the spherical crown lining plate and the lower seat plate are improved, the displacement amount of the upper seat plate and the displacement amount of the lower seat plate are controlled, the overall tensile resistance and displacement controllability of the support are improved, and the risks of beam falling and overturning are avoided.
本发明提供了一种防落梁抗拉式支座，包括上座板、下座板以及滑动置于上座板和下座板之间的球冠衬板，还包括第一加强结构和第二加强结构，第一抗拉结构，第一抗拉结构连接至球冠衬板和下座板之间，以对球冠衬板和下座板提供联结力；第二抗拉结构，当上座板受到拉力时，第二抗拉结构挡止球冠衬板和上座板相互分离的趋势。上下座板设置限位挡块防止支座位移过大的落梁风险。本发明提出的防落梁抗拉式支座，通过增加双重的抗拉结构和双向防落梁结构，提高上座板与球冠衬板之间、球冠衬板和下座板之间的连接力，控制了上下座板的位移量，提高支座整体的拉力抗性和位移可控性，避免了落梁和倾覆的风险。
Anti-beam-falling tensile support
The invention provides a beam-falling-preventing tensile support which comprises an upper support plate, a lower support plate and a spherical crown lining plate slidably arranged between the upper support plate and the lower support plate and further comprises a first reinforcing structure, a second reinforcing structure and a first tensile structure, the first tensile structure is connected between the spherical crown lining plate and the lower support plate, and the second tensile structure is connected between the spherical crown lining plate and the lower support plate. The connecting force is provided for the spherical crown lining plate and the lower seat plate; and when the upper seat plate is pulled, the second tensile structure stops the trend that the spherical crown lining plate and the upper seat plate are separated from each other. And the upper and lower seat plates are provided with limiting stoppers to prevent the beam falling risk caused by excessive displacement of the support. According to the anti-beam-falling tensile type support, by additionally arranging a double tensile structure and a bidirectional anti-beam-falling structure, the connecting force between the upper seat plate and the spherical crown lining plate and the connecting force between the spherical crown lining plate and the lower seat plate are improved, the displacement amount of the upper seat plate and the displacement amount of the lower seat plate are controlled, the overall tensile resistance and displacement controllability of the support are improved, and the risks of beam falling and overturning are avoided.
本发明提供了一种防落梁抗拉式支座，包括上座板、下座板以及滑动置于上座板和下座板之间的球冠衬板，还包括第一加强结构和第二加强结构，第一抗拉结构，第一抗拉结构连接至球冠衬板和下座板之间，以对球冠衬板和下座板提供联结力；第二抗拉结构，当上座板受到拉力时，第二抗拉结构挡止球冠衬板和上座板相互分离的趋势。上下座板设置限位挡块防止支座位移过大的落梁风险。本发明提出的防落梁抗拉式支座，通过增加双重的抗拉结构和双向防落梁结构，提高上座板与球冠衬板之间、球冠衬板和下座板之间的连接力，控制了上下座板的位移量，提高支座整体的拉力抗性和位移可控性，避免了落梁和倾覆的风险。
Anti-beam-falling tensile support
防落梁抗拉式支座
CHEN WEI (Autor:in) / MI XIAOSHENG (Autor:in) / JIANG FUQIANG (Autor:in) / YANG MAOPING (Autor:in) / DUAN JINSHUAI (Autor:in) / LIU SHANCHUAN (Autor:in) / LU BAIJIAN (Autor:in) / HE SHUILONG (Autor:in) / GUO TAIGUANG (Autor:in) / CAO TAO (Autor:in)
11.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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