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Fabricated steel-wood joint of tension roof system, assembly method and fabricated steel-wood tension roof system
The invention relates to an assembly type steel-wood joint of a tension roof system, an assembly method and an assembly type steel-wood tension roof system. The node comprises a through wood beam; breaking the wood beam; the T-shaped steel filling plates are symmetrically arranged between the through wood beam and the disconnected wood beam, first connecting holes are formed in the positions, corresponding to the transverse screw rod holes, of the T-shaped steel filling plates, the flange plates are inserted into the inserting grooves, and second connecting holes are formed in the positions, corresponding to the steel pin group holes, of the T-shaped steel filling plates; the steel plate strip is arranged above the through wood beam in the third direction, third connecting holes are formed in the positions, corresponding to the vertical screw rod holes, of the steel plate strip, and the broken wood beam is connected with the through wood beam in the mode that transverse screw rods penetrate through the transverse screw rod holes and the first connecting holes of the two sets of T-shaped steel filling plates, and steel pin groups penetrate through steel pin group holes and the second connecting holes of the two sets of T-shaped steel filling plates; the steel plate strip penetrates through the vertical screw holes and the third connecting holes through vertical screws to be connected with the penetrating wood beam. On one hand, rapid connection is achieved, on the other hand, the wood beam and the steel plate strip are combined for use, the wood beam provides a solid foundation for the whole structure through the natural anti-pressure capacity and the excellent material performance, the steel plate strip provides the high tensile capacity, and the defect of the wood beam in the tensile aspect is effectively overcome.
本发明涉及一种受拉屋面体系装配式钢木节点、装配方法及装配式钢木受拉屋面体系。该节点包括:贯通木梁;断开木梁;T型钢填板,对称设于贯通木梁和断开木梁之间,对应横向螺杆孔设有第一连接孔,翼缘板插接于插接槽,对应钢销群孔设有第二连接孔;钢板带,沿第三方向设在贯通木梁的上方,对应竖向螺杆孔设有第三连接孔,断开木梁通过横向螺杆穿过横向螺杆孔和两组T型钢填板的第一连接孔,以及钢销群穿过钢销群孔和两组T型钢填板的第二连接孔与贯通木梁连接;钢板带通过竖向螺杆穿过竖向螺杆孔和第三连接孔与贯通木梁连接。本发明一方面实现快速连接,另一方面将木梁与钢板带结合使用,木梁以其天然的抗压能力和优异的材料性能,为整个结构提供了坚实的基础,钢板带则提供了强大的抗拉能力,有效弥补木梁在抗拉方面的不足。
Fabricated steel-wood joint of tension roof system, assembly method and fabricated steel-wood tension roof system
The invention relates to an assembly type steel-wood joint of a tension roof system, an assembly method and an assembly type steel-wood tension roof system. The node comprises a through wood beam; breaking the wood beam; the T-shaped steel filling plates are symmetrically arranged between the through wood beam and the disconnected wood beam, first connecting holes are formed in the positions, corresponding to the transverse screw rod holes, of the T-shaped steel filling plates, the flange plates are inserted into the inserting grooves, and second connecting holes are formed in the positions, corresponding to the steel pin group holes, of the T-shaped steel filling plates; the steel plate strip is arranged above the through wood beam in the third direction, third connecting holes are formed in the positions, corresponding to the vertical screw rod holes, of the steel plate strip, and the broken wood beam is connected with the through wood beam in the mode that transverse screw rods penetrate through the transverse screw rod holes and the first connecting holes of the two sets of T-shaped steel filling plates, and steel pin groups penetrate through steel pin group holes and the second connecting holes of the two sets of T-shaped steel filling plates; the steel plate strip penetrates through the vertical screw holes and the third connecting holes through vertical screws to be connected with the penetrating wood beam. On one hand, rapid connection is achieved, on the other hand, the wood beam and the steel plate strip are combined for use, the wood beam provides a solid foundation for the whole structure through the natural anti-pressure capacity and the excellent material performance, the steel plate strip provides the high tensile capacity, and the defect of the wood beam in the tensile aspect is effectively overcome.
本发明涉及一种受拉屋面体系装配式钢木节点、装配方法及装配式钢木受拉屋面体系。该节点包括:贯通木梁;断开木梁;T型钢填板,对称设于贯通木梁和断开木梁之间,对应横向螺杆孔设有第一连接孔,翼缘板插接于插接槽,对应钢销群孔设有第二连接孔;钢板带,沿第三方向设在贯通木梁的上方,对应竖向螺杆孔设有第三连接孔,断开木梁通过横向螺杆穿过横向螺杆孔和两组T型钢填板的第一连接孔,以及钢销群穿过钢销群孔和两组T型钢填板的第二连接孔与贯通木梁连接;钢板带通过竖向螺杆穿过竖向螺杆孔和第三连接孔与贯通木梁连接。本发明一方面实现快速连接,另一方面将木梁与钢板带结合使用,木梁以其天然的抗压能力和优异的材料性能,为整个结构提供了坚实的基础,钢板带则提供了强大的抗拉能力,有效弥补木梁在抗拉方面的不足。
Fabricated steel-wood joint of tension roof system, assembly method and fabricated steel-wood tension roof system
受拉屋面体系装配式钢木节点、装配方法及装配式钢木受拉屋面体系
HOU BAOWEN (Autor:in) / YAO JINGWU (Autor:in) / DONG GUANG (Autor:in) / LIU XIAOFENG (Autor:in) / YANG HEON SEOK (Autor:in) / LIU JUNQI (Autor:in) / SHI GAOPING (Autor:in) / SUN GUOJUN (Autor:in) / QIAO QIYUN (Autor:in) / MA XINGPENG (Autor:in)
03.12.2024
Patent
Elektronische Ressource
Chinesisch
Fabricated steel structure circular roof construction method
Europäisches Patentamt | 2021
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