A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses a building non-blasting directional dismantlement method. In an urban building non-blasting dismantlement process, a special supporting rod system is adopted; and the urban building non-blasting dismantlement supporting rod system mainly comprises following assembly and dismantlement steps: a special supporting and assembly step of connecting and twisting an upper support column and a fastening regulating support column to be the shortest through fastening regulating nuts, and enabling the inclined surface of the upper support column to be in butt joint to the inclinedsurface of a lower support column; connecting a hoop plate rear plate to a hoop plate I and a hoop plate II so as to block on an inclined surface combined part of the upper support column and the lower support column; mounting a blocking plate engaged plate, a supporting slide rod, an electromagnetic coil and an electromagnetic pull rod on a hoop plate front blocking plate; connecting the hoop plate front blocking plate to the hoop plate I; and jacking the hoop plate I through a jacking bolt on the hoop plate front blocking plate. The building non-blasting directional dismantlement method disclosed by the invention can achieve the purpose of dismantling a building in a directional mode or dismantling the building according to a design way, so that dismantlement is safer, and is more time-saving and labor-saving.
本发明公开了建筑物非爆破定向拆除方法，所述城市建筑物非爆破拆除过程中采用专用支撑杆体系，所述城市建筑物非爆破拆除支撑杆体系主要包括以下组装以及拆除步骤：该专用支撑组装步骤是，将上支柱与紧固调节支柱用紧固调节螺母连接扭到最短，将上支柱和下支柱的斜面对接，然后将箍板后卡板与一号箍板和二号箍板连接，卡于上支柱和下支柱斜面结合部，将卡板咬合板、支撑滑杆、电磁线圈、电磁拉杆安装在箍板前卡板上，将箍板前卡板与一号箍板连接，用箍板前卡板上的预紧螺栓顶紧一号箍板。本发明所述的建筑物非爆破定向拆除方法，能够达到定向拆除或按设计方式拆除建筑物的目的，这样拆除起来就更加安全省时省力。
The invention discloses a building non-blasting directional dismantlement method. In an urban building non-blasting dismantlement process, a special supporting rod system is adopted; and the urban building non-blasting dismantlement supporting rod system mainly comprises following assembly and dismantlement steps: a special supporting and assembly step of connecting and twisting an upper support column and a fastening regulating support column to be the shortest through fastening regulating nuts, and enabling the inclined surface of the upper support column to be in butt joint to the inclinedsurface of a lower support column; connecting a hoop plate rear plate to a hoop plate I and a hoop plate II so as to block on an inclined surface combined part of the upper support column and the lower support column; mounting a blocking plate engaged plate, a supporting slide rod, an electromagnetic coil and an electromagnetic pull rod on a hoop plate front blocking plate; connecting the hoop plate front blocking plate to the hoop plate I; and jacking the hoop plate I through a jacking bolt on the hoop plate front blocking plate. The building non-blasting directional dismantlement method disclosed by the invention can achieve the purpose of dismantling a building in a directional mode or dismantling the building according to a design way, so that dismantlement is safer, and is more time-saving and labor-saving.
本发明公开了建筑物非爆破定向拆除方法，所述城市建筑物非爆破拆除过程中采用专用支撑杆体系，所述城市建筑物非爆破拆除支撑杆体系主要包括以下组装以及拆除步骤：该专用支撑组装步骤是，将上支柱与紧固调节支柱用紧固调节螺母连接扭到最短，将上支柱和下支柱的斜面对接，然后将箍板后卡板与一号箍板和二号箍板连接，卡于上支柱和下支柱斜面结合部，将卡板咬合板、支撑滑杆、电磁线圈、电磁拉杆安装在箍板前卡板上，将箍板前卡板与一号箍板连接，用箍板前卡板上的预紧螺栓顶紧一号箍板。本发明所述的建筑物非爆破定向拆除方法，能够达到定向拆除或按设计方式拆除建筑物的目的，这样拆除起来就更加安全省时省力。
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