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Wall between junction manner null of subterranean continual

机译:地下连续体之间的连接方式之间的墙

摘要

PURPOSE: To enhance the transmitting ability of a partition wall for an intra- and extra-plane shearing force between unitary walls. ;CONSTITUTION: A mild steel bar cage 4 is provided where a partition plate is installed in the joint between a preceding wall 1 and a subsequent wall. wherein a mild steel bar joint 5 is protruded from the partition plate 14 of the cage 4, and concrete 6 is placed using this partition plate 14 as a form. Thus the preceding wall 2 is constructed. To construct the subsequent wall 2, on the other hand, a mild steel bar joint 8 of a mild steel bar cage 9 is joined with the mentioned joint 5 by the lap joint followed by placing of concrete 16. In this method of inter-wall joining for an underground continuous wall, the partition plate 14 consists of a plate 15 having uneven surface, and the joint between the preceding and subsequent walls 1, 2 is formed by the fit due to their unevenness.;COPYRIGHT: (C)1993,JPO&Japio
机译:目的:提高隔墙在单一壁之间的平面内和平面外剪切力的传递能力。 ;组成:低碳钢钢筋笼4,在前壁1和后壁之间的接缝处安装有隔板。其中,低碳钢接头5从保持架4的隔板14突出,并且使用该隔板14作为模板放置混凝土6。这样就构成了前面的壁2。另一方面,为了构造随后的壁2,通过搭接接头将低碳钢钢筋笼9的低碳钢钢筋接头8与所述接头5接合,然后放置混凝土16。在连接地下连续墙时,隔板14由表面不平坦的板15组成,前后壁1、2之间的连接处因其不平整而通过配合形成。;版权:(C)1993,日本特许厅

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