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CONCRETE SHEAR KEY STRENGTHENED WITH STEEL COVER PLATE AND TENSION MEMBER AND THE CONSTRUCTION METHOD THEREWITH

机译:钢盖板与受拉构件加固的混凝土剪力键及其施工方法

摘要

PURPOSE: A precast steel composite deck with a concrete shear key, strengthened with a steel plate, and a connection member and a construction method thereof are provided to enable cost-efficient construction by not requiring a welding work. CONSTITUTION: A precast steel composite deck(100) with a concrete shear key, strengthened with a steel plate, and a connection member comprises main tension beams(110), intermediate plates(120), upper bars(130), connection sleeves(140), upper concrete, and steel plates(160) for shear key reinforcement. The intermediate plates are used as a lower form of the upper concrete. The upper bars comprise horizontal and vertical bars(131,132). The connection sleeves are formed on the ends of the horizontal bars and have grouting holes(141). The upper concrete is placed on the top of the main tension beams. The steel plates for shear key reinforcement are installed concrete shear keys to be separated from the main tension beams and the sides of the upper bars.
机译:目的:提供一种具有用钢板加固的混凝土剪力键的预制钢复合甲板,以及一种连接构件及其施工方法,以通过不需要焊接工作就能够进行具有成本效益的施工。组成:预制混凝土复合材料甲板(100),带有混凝土剪力键,用钢板加固,连接构件包括主拉力梁(110),中间板(120),上杆(130),连接套(140) ),上部混凝土和用于剪力键加固的钢板(160)。中间板用作上部混凝土的下部形式。上部杆包括水平杆和垂直杆(131,132)。连接套筒形成在水平杆的端部并具有注浆孔(141)。上部混凝土放置在主拉力梁的顶部。用于剪力键加固的钢板安装有混凝土剪力键,以便与主拉力梁和上部钢筋的侧面分开。

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