首页> 外国专利> PRE-STRESSED CONCRETE MEMBER, CONTINUOUS STRUCTURE, AND MANUFACTURING METHOD THEREOF INTRODUCING PRE-STRESS CAUSED BY PRE-TENSION UTILIZING END STATIONARY STEEL BAR

PRE-STRESSED CONCRETE MEMBER, CONTINUOUS STRUCTURE, AND MANUFACTURING METHOD THEREOF INTRODUCING PRE-STRESS CAUSED BY PRE-TENSION UTILIZING END STATIONARY STEEL BAR

机译:预应力混凝土构件,连续结构及其制造方法,该方法引入了由预应力利用端部固定钢筋引起的预应力

摘要

PURPOSE: A pre-stressed concrete member, continuous structure, and manufacturing method thereof introducing pre-stress caused by pre-tension utilizing end stationary steel bar are provided to avoid interference between reinforcing bar of the other member and a projection part of a tendon which is projected in transverse direction of PC member.;CONSTITUTION: A manufacturing method of pre-stressed concrete member introducing pre-stress caused by pre-tension utilizing end stationary steel bar comprises a step of assembling a tendon assembly(1); a step of tensioning a reinforcing bar(10) by pulling a connecting pin(30) included in the tendon assembly to the outside; a step of curing the concrete placed in a mold(200); a step of applying the pre-stress to the concrete with the reinforcing bar by releasing the reinforcing bar which is in the state of tension.;COPYRIGHT KIPO 2013
机译:目的:提供一种预应力混凝土构件,连续结构及其制造方法,其利用端部固定钢筋引入由预应力引起的预应力,以避免另一构件的钢筋与肌腱的突出部分之间的干扰。组成:一种利用端部固定钢筋引入由预应力引起的预应力的预应力混凝土构件的制造方法,该方法包括组装钢筋束的步骤(1);通过将包括在肌腱组件中的连接销(30)拉到外部来张紧钢筋(10)的步骤;固化放置在模具(200)中的混凝土的步骤;通过释放处于张力状态的钢筋将预应力施加到具有钢筋的混凝土上的步骤。; COPYRIGHT KIPO 2013

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