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Steel platform node structure and vibration isolation method thereof
The invention discloses a steel platform node structure and a vibration isolation method thereof, and the steel platform node vibration isolation structure comprises an embedded steel plate which is arranged on the side surface of a reinforced concrete structure with vibration; the supporting assembly is connected to the embedded steel plate; the platform steel beam is detachably connected to the supporting assembly, and the platform steel beam can transmit a vertical load to a reinforced concrete structure; and the first vibration isolation assembly is arranged between the supporting assembly and the platform steel beam, and the first vibration isolation assembly is suitable for preventing vibration of the reinforced concrete structure from being transmitted to the platform steel beam. The vertical load of the platform steel beam can be transmitted, stability of the end of the platform steel beam is guaranteed, vibration can be effectively isolated, and vibration of the reinforced concrete structure is prevented from being transmitted to the platform steel beam. Upright columns of a steel platform are omitted, the problems that the process space and pipeline arrangement are affected due to arrangement of the steel columns are solved, the process space is increased, and pipeline arrangement is facilitated.
本发明公开了一种钢平台节点结构及其隔振方法，所述钢平台节点隔振结构包括：预埋钢板，设置在带有振动的钢筋混凝土结构侧面；支撑组件，连接于所述预埋钢板上；平台钢梁，可拆卸连接于所述支撑组件上，所述平台钢梁能够将竖向载荷传递至钢筋混凝土结构；第一隔振组件，设置在所述支撑组件与所述平台钢梁之间，所述第一隔振组件适于避免钢筋混凝土结构的振动传递到平台钢梁。本发明既能够传递平台钢梁的竖向荷载，保证平台钢梁端部的稳定，又可以有效隔离振动，避免了钢筋混凝土结构振动传递到平台钢梁上。本发明取消了钢平台的立柱，不会存在因布置钢柱而影响工艺空间、管道布置等问题，增大了工艺空间，利于管道的布置。
Steel platform node structure and vibration isolation method thereof
The invention discloses a steel platform node structure and a vibration isolation method thereof, and the steel platform node vibration isolation structure comprises an embedded steel plate which is arranged on the side surface of a reinforced concrete structure with vibration; the supporting assembly is connected to the embedded steel plate; the platform steel beam is detachably connected to the supporting assembly, and the platform steel beam can transmit a vertical load to a reinforced concrete structure; and the first vibration isolation assembly is arranged between the supporting assembly and the platform steel beam, and the first vibration isolation assembly is suitable for preventing vibration of the reinforced concrete structure from being transmitted to the platform steel beam. The vertical load of the platform steel beam can be transmitted, stability of the end of the platform steel beam is guaranteed, vibration can be effectively isolated, and vibration of the reinforced concrete structure is prevented from being transmitted to the platform steel beam. Upright columns of a steel platform are omitted, the problems that the process space and pipeline arrangement are affected due to arrangement of the steel columns are solved, the process space is increased, and pipeline arrangement is facilitated.
本发明公开了一种钢平台节点结构及其隔振方法，所述钢平台节点隔振结构包括：预埋钢板，设置在带有振动的钢筋混凝土结构侧面；支撑组件，连接于所述预埋钢板上；平台钢梁，可拆卸连接于所述支撑组件上，所述平台钢梁能够将竖向载荷传递至钢筋混凝土结构；第一隔振组件，设置在所述支撑组件与所述平台钢梁之间，所述第一隔振组件适于避免钢筋混凝土结构的振动传递到平台钢梁。本发明既能够传递平台钢梁的竖向荷载，保证平台钢梁端部的稳定，又可以有效隔离振动，避免了钢筋混凝土结构振动传递到平台钢梁上。本发明取消了钢平台的立柱，不会存在因布置钢柱而影响工艺空间、管道布置等问题，增大了工艺空间，利于管道的布置。
Steel platform node structure and vibration isolation method thereof
一种钢平台节点结构及其隔振方法
WANG ZHICONG (author) / JIA WEICHAO (author) / HUANG YANKUN (author) / SHI LICHAO (author)
2023-05-30
Patent
Electronic Resource
Chinese
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