首页> 外国专利> THE UNDERGROUND SOIL RETAINING WALL STRUCTURE FOR LARGE-SCALE ACTIVITY SPACE SECUREMENT AND THIS CONSTRUCTION TECHNIQUE

THE UNDERGROUND SOIL RETAINING WALL STRUCTURE FOR LARGE-SCALE ACTIVITY SPACE SECUREMENT AND THIS CONSTRUCTION TECHNIQUE

机译:大型活动空间保护的地下挡土墙结构及该施工技术

摘要

An underground soil retaining wall structure for large-scale activity space securement and a construction method thereof are provided to increase rigidity of a soil retaining wall from preloading and to reduce the number of struts by adjusting length of a horizontal beam of truss supports. An underground soil retaining wall structure for large-scale activity space securement comprises outer piles(12) and center pile groups(14), mold support beams, mold beams, deck plates, piece brackets, preloading jacks(26), struts, bracings(52), soil retaining plates, wales, preloading wales(34), and truss supports(36). The outer piles and the center pile groups are installed in a ground(10). The preloading jacks are installed at the mold support beam vertically crossed to the mold support beam. The bracings are crossed to the struts. The preloading wales are fixed at the wales. The truss supports are fixed between the preloading wales and the center pile groups respectively.
机译:提供了一种用于大规模活动空间固定的地下挡土墙结构及其施工方法,以通过调节桁架支撑件的水平梁的长度来增加预载的挡土墙的刚度并减少支柱的数量。一种用于大型活动空间固定的地下土壤挡土墙结构,包括外桩(12)和中心桩组(14),模具支撑梁,模具梁,桥面板,件托架,预加载千斤顶(26),支柱,支撑( 52),挡土板,威尔士,预载威尔士(34)和桁架支撑(36)。外桩和中桩组安装在地面(10)中。预加载千斤顶安装在垂直于模具支撑梁的模具支撑梁上。撑杆与撑杆交叉。预载纵行固定在纵行上。桁架支撑分别固定在预载纵行和中心桩组之间。

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