首页> 外国专利> COMPOSITE SECTION SHIELD TUNNEL STRUCTURE, CONSTRUCTION METHOD THEREOF AND SHIELD SEGMENT

COMPOSITE SECTION SHIELD TUNNEL STRUCTURE, CONSTRUCTION METHOD THEREOF AND SHIELD SEGMENT

机译:复合截面盾构隧道结构,构造方法及盾构段

摘要

PURPOSE: To make unnecessary the execution of a receiving and changing member receiving axial stress of a tunnel after the completion of primary lining, to make it possible to shorten a constructional program and to reduce a number of installation rows of permanent columns and a number of upper and lower projections of them to effectively use an inside section of the tunnel by coupling segments with each other to form an axial beam member of the tunnel. ;CONSTITUTION: An intermediate section of a composite section shield tunnel and an overlap are constituted of upper and lower intermediate segments 4a and 4b as a D-shaped section forming hollow sections 7 between horizontal sections 5 of the inside of a tunnel and circular sections 6 of a bedrock side. The upper and lower intermediate segments arranged in the axial direction of the tunnel are respectively connected to each other and, at the same time, permanent columns 21 are provided between the horizontal sections of the upper and lower intermediate segments in proper positions. If necessary, the hollow section is filled with concrete.;COPYRIGHT: (C)1993,JPO&Japio
机译:目的:使在完成主衬砌后不必要执行接收和改变构件来承受隧道的轴向应力的情况,从而可以缩短施工程序并减少永久性柱的安装行数和它们的上部和下部突出部分通过将各节段彼此耦合以形成隧道的轴向梁构件而有效地利用了隧道的内部。组成:复合断面盾构隧道的中间部分和重叠部分由上,下中间部分4a和4b构成,D形部分在隧道内部的水平部分5和圆形部分6之间形成空心部分7基岩的一面。沿隧道的轴向布置的上部和下部中间段分别彼此连接,并且同时,在上部和下部中间段的水平部分之间的适当位置处设置有永久柱21。如有必要,空心部分用混凝土填充。版权所有:(C)1993,日本特许厅

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