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Construction method of building vertical novel column shock insulation support
The invention discloses a construction method of a building vertical novel column shock insulation support, which is characterized in that a rubber shock insulation support is additionally arranged between an upper structure and a foundation, so that the rubber shock insulation support is flexibly connected with the ground, and most of earthquake energy is counteracted through the rubber shock insulation support, so that the anti-seismic effect of a building is improved; an upper flange plate and a lower flange plate of the rubber shock insulation support are fixedly connected with embedded plates on the top faces and the bottom faces of upper buttresses and lower buttresses of a building. According to the shock insulation support, the effect of a sudden super-intensity earthquake on the structure is fully considered, the new concept that rigidity is combined with flexibility is put forward, the purposes of isolating the earthquake or reducing the earthquake response are achieved by adopting the methods of shock insulation, energy dissipation, structural dynamic characteristic adjustment and the like, the structure is protected, internal equipment, instruments and the like of the structure are also protected, and the service life of the earthquake insulation support is prolonged. And the shock-proof structure is suitable for improving the shock-proof performance of an old structure, and is relatively safe and relatively economical. And the shock insulation effect is obvious, the total construction cost of the structure can be greatly reduced, and the shock resistance of the building structure is ensured.
本发明公开了一种建筑立新型柱隔震支座施工方法,通过在上部结构与地基之间增加橡胶隔震支座,起到与地面的软连接,通过橡胶隔震支座把地震绝大部分的能量抵消掉,从而提高建筑物的抗震效果;橡胶隔震支座的上、下法兰板与建筑物的上、下支墩顶、底面的预埋板固定连接。本发明隔震支座充分考虑了突发性超烈度大地震对结构的作用,提出以“柔”克刚新概念,通过采用隔震、消能、调整结构动力特性等方法,达到隔离地震或削减地震反应的目的,既保护了结构,也保护结构了内部设备、仪器设备等,且适用于对旧有结构物耐震性能的改善,较为安全,也较为经济。且隔震效果明显,能极大地降低结构的总造价,保证了建筑物结构耐震能力。
Construction method of building vertical novel column shock insulation support
The invention discloses a construction method of a building vertical novel column shock insulation support, which is characterized in that a rubber shock insulation support is additionally arranged between an upper structure and a foundation, so that the rubber shock insulation support is flexibly connected with the ground, and most of earthquake energy is counteracted through the rubber shock insulation support, so that the anti-seismic effect of a building is improved; an upper flange plate and a lower flange plate of the rubber shock insulation support are fixedly connected with embedded plates on the top faces and the bottom faces of upper buttresses and lower buttresses of a building. According to the shock insulation support, the effect of a sudden super-intensity earthquake on the structure is fully considered, the new concept that rigidity is combined with flexibility is put forward, the purposes of isolating the earthquake or reducing the earthquake response are achieved by adopting the methods of shock insulation, energy dissipation, structural dynamic characteristic adjustment and the like, the structure is protected, internal equipment, instruments and the like of the structure are also protected, and the service life of the earthquake insulation support is prolonged. And the shock-proof structure is suitable for improving the shock-proof performance of an old structure, and is relatively safe and relatively economical. And the shock insulation effect is obvious, the total construction cost of the structure can be greatly reduced, and the shock resistance of the building structure is ensured.
本发明公开了一种建筑立新型柱隔震支座施工方法,通过在上部结构与地基之间增加橡胶隔震支座,起到与地面的软连接,通过橡胶隔震支座把地震绝大部分的能量抵消掉,从而提高建筑物的抗震效果;橡胶隔震支座的上、下法兰板与建筑物的上、下支墩顶、底面的预埋板固定连接。本发明隔震支座充分考虑了突发性超烈度大地震对结构的作用,提出以“柔”克刚新概念,通过采用隔震、消能、调整结构动力特性等方法,达到隔离地震或削减地震反应的目的,既保护了结构,也保护结构了内部设备、仪器设备等,且适用于对旧有结构物耐震性能的改善,较为安全,也较为经济。且隔震效果明显,能极大地降低结构的总造价,保证了建筑物结构耐震能力。
Construction method of building vertical novel column shock insulation support
一种建筑立新型柱隔震支座施工方法
ZHANG YURONG (Autor:in) / WU YUANJIN (Autor:in) / ZHANG ZHONG (Autor:in) / FANG YUN (Autor:in) / HE BIN (Autor:in) / JIA JIANXIANG (Autor:in) / LU CAN (Autor:in) / YANG ZHENGMAO (Autor:in) / LIAO ZAILUN (Autor:in) / ZHANG DEPEI (Autor:in)
28.05.2024
Patent
Elektronische Ressource
Chinesisch
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