首页> 外国专利> TEMPORARY SOIL SHEARING SYSTEM SUPPORTED BY LONG SPAN PRESTRESS AND WALE AND CONSTRUCTION METHOD THEREFOR

TEMPORARY SOIL SHEARING SYSTEM SUPPORTED BY LONG SPAN PRESTRESS AND WALE AND CONSTRUCTION METHOD THEREFOR

机译:大跨度预应力和竖向支撑的临时土壤剪力系统及施工方法

摘要

PURPOSE: A temporary soil shearing system supported by a furring strip and a long-span pre-stress lagging and a construction method thereof are provide to improve construction by reducing or removing a furring strip installation step. CONSTITUTION: A vertical pile(14) is established in an excavation rear side(11) in the regular interval. A lagging(32) is established near a flange of the vertical pile. The flange of the vertical pile is inserted in an insertion groove of a guide channel(31) which is formed on the lagging. A tendon fixture(37) is welded on the guide panel. A tension member(34), in which a coupling and tensioning device is installed on the tendon fixture, is fixed on both ends. The tension is delivered to the lagging by fastening the coupler of the coupling and tensioning device in order to install the long span pre-stress lagging in which the pre-stress is introduced.
机译:目的:提供一种由撑条和大跨度预应力滞后支撑的临时土壤剪切系统及其施工方法,以通过减少或取消撑条的安装步骤来改善施工。构成:在开挖后侧(11)中以规则的间隔竖立一个竖桩(14)。在竖向桩的凸缘附近建立了一个套(32)。垂直桩的凸缘插入形成在套上的引导通道(31)的插入槽中。肌腱固定装置(37)焊接在导向板上。两端固定有张紧构件(34),在该张紧构件中安装有联接和张紧装置。通过固定联接和张紧装置的联接器,将张力传递到齿条,以便安装大跨度的预应力齿条,在其中引入预应力。

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