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Fabricated rail transit vibration isolation trench and construction method thereof
The invention discloses a fabricated rail transit vibration isolation trench and a construction method thereof. The vibration isolation trench comprises a trench body, a bottom plate arranged at the bottom of the trench body, supporting components arranged on the two sides of the trench body and a vibration isolation component arranged between the supporting components on the two sides. A plurality of supporting components are assembled for use and laid along the groove wall of the groove to form a supporting wall, and each supporting component comprises supporting panels which are used in pairs on the two sides and a cross brace arranged between the supporting panels on the two sides; the vibration isolation component comprises a vibration isolation shell arranged between the supporting components on the two sides, a buffer layer arranged on the periphery of the interior of the vibration isolation shell and a vibration isolation layer arranged in the vibration isolation shell. The supporting component and the vibration isolation component are both of a prefabricated assembly type structure, so that the problems that a traditional vibration isolation trench is large in engineering amount, large in occupied construction site, high in engineering investment and large in danger are solved, and the situation that due to long-term vibration of rail transit, the structure of the vibration isolation trench cracks or even collapses, and a foundation of a superstructure nearby the vibration isolation trench is damaged is prevented.
本发明公开了一种装配式轨道交通隔振沟及其施工方法,隔振沟包括:沟槽、设于所述沟槽底部的底板、设于所述沟槽两侧的支撑构件以及设于两侧所述支撑构件之间的隔振构件;所述支撑构件为多个组装使用,沿所述沟槽的沟壁铺设以形成支撑墙,包括两侧成对使用的支撑面板、设于两侧所述支撑面板之间的横撑;所述隔振构件包括设于两侧所述支撑构件之间的隔振外壳,设于所述隔振外壳内部四周的缓冲层以及设于所述隔振外壳内部的隔振层。支撑构件与隔振构件均采用预制装配式结构,以解决传统隔振沟工程量大、占用施工场地大、工程投资高、危险性大的问题,且防止轨道交通长期的振动使其结构产生裂缝甚至坍塌,对其附近上层建筑的地基造成破坏。
Fabricated rail transit vibration isolation trench and construction method thereof
The invention discloses a fabricated rail transit vibration isolation trench and a construction method thereof. The vibration isolation trench comprises a trench body, a bottom plate arranged at the bottom of the trench body, supporting components arranged on the two sides of the trench body and a vibration isolation component arranged between the supporting components on the two sides. A plurality of supporting components are assembled for use and laid along the groove wall of the groove to form a supporting wall, and each supporting component comprises supporting panels which are used in pairs on the two sides and a cross brace arranged between the supporting panels on the two sides; the vibration isolation component comprises a vibration isolation shell arranged between the supporting components on the two sides, a buffer layer arranged on the periphery of the interior of the vibration isolation shell and a vibration isolation layer arranged in the vibration isolation shell. The supporting component and the vibration isolation component are both of a prefabricated assembly type structure, so that the problems that a traditional vibration isolation trench is large in engineering amount, large in occupied construction site, high in engineering investment and large in danger are solved, and the situation that due to long-term vibration of rail transit, the structure of the vibration isolation trench cracks or even collapses, and a foundation of a superstructure nearby the vibration isolation trench is damaged is prevented.
本发明公开了一种装配式轨道交通隔振沟及其施工方法,隔振沟包括:沟槽、设于所述沟槽底部的底板、设于所述沟槽两侧的支撑构件以及设于两侧所述支撑构件之间的隔振构件;所述支撑构件为多个组装使用,沿所述沟槽的沟壁铺设以形成支撑墙,包括两侧成对使用的支撑面板、设于两侧所述支撑面板之间的横撑;所述隔振构件包括设于两侧所述支撑构件之间的隔振外壳,设于所述隔振外壳内部四周的缓冲层以及设于所述隔振外壳内部的隔振层。支撑构件与隔振构件均采用预制装配式结构,以解决传统隔振沟工程量大、占用施工场地大、工程投资高、危险性大的问题,且防止轨道交通长期的振动使其结构产生裂缝甚至坍塌,对其附近上层建筑的地基造成破坏。
Fabricated rail transit vibration isolation trench and construction method thereof
一种装配式轨道交通隔振沟及其施工方法
WANG CHEN (Autor:in) / XIA RUIMENG (Autor:in) / LOU HAICHENG (Autor:in) / WANG GUAN (Autor:in) / ZENG DEGUANG (Autor:in) / BAI JIAXING (Autor:in) / ZHAO CAIJUN (Autor:in) / LIU ZHIWEI (Autor:in) / LYU ZHOULIN (Autor:in) / WANG SHENG (Autor:in)
27.09.2024
Patent
Elektronische Ressource
Chinesisch
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