Energy dissipation and shock absorption comprehensive pipe gallery system and construction method thereof: Fid-Bau Portal

Energy dissipation and shock absorption comprehensive pipe gallery system and construction method thereof

LIU SHUN / WANG MAO / YANG DAOPENG / ZHU DONGSHAN / XIE ZIMING / XU JIEMIN / XU ZHENG / WANG YIFENG

The invention discloses an energy dissipation and shock absorption comprehensive pipe gallery system and a construction method thereof, belongs to the technical field of comprehensive pipe galleries, and aims to solve the problem that an existing comprehensive pipe gallery is poor in shock resistance. A top plate corner energy dissipation and shock absorption material filling area (1) is arranged outside a top plate corner (41) of a comprehensive pipe gallery structure (4) in a matched mode; a side wall energy dissipation and shock absorption material filling area (2) is arranged outside the outer side wall (42) of the comprehensive pipe rack structure (4) in a matched mode, and a bottom plate corner energy dissipation and shock absorption material filling area (3) is arranged outside the bottom plate corner (43) of the comprehensive pipe rack structure (4) in a matched mode. According to the energy dissipation and shock absorption comprehensive pipe gallery system, through an energy dissipation and shock absorption mechanism, the possibility that the structure of the pipe gallery structure is damaged at the junction of the top, the bottom and the side walls is reduced, and therefore the shock resistance of the comprehensive pipe gallery is improved.

本发明公开了一种耗能减震综合管廊系统及其建造方法，属于综合管廊技术领域，为了解决现有综合管廊抗震能力差的问题，综合管廊结构(4)的顶板角部(41)外匹配地设置有顶板角部耗能减震材料填充区(1)，综合管廊结构(4)的外侧壁(42)外匹配地设置有侧壁耗能减震材料填充区(2)，综合管廊结构(4)的底板角部(43)外匹配地设置有底板角部耗能减震材料填充区(3)。所述耗能减震综合管廊系统通过耗能减震机制，减小了管廊结构在顶底部与侧墙交界处结构损伤破坏的可能性，从而提高了综合管廊的抗震能力。

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