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TIED ARCHED P.S.C GIRDER FOR BRIDGE AND CONSTRUCTION METHOD FOR BRIDGE BY IT
TIED ARCHED P.S.C GIRDER FOR BRIDGE AND CONSTRUCTION METHOD FOR BRIDGE BY IT
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机译:桥式叠式拱形主梁及其桥的施工方法
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PURPOSE: one kind hitting arch form P.S.The method of C (PreStressed) concrete box girder bridges and bridge uses the application crane structure method, and makes to construct the additional erection load on Longspan Bridge by obtaining sufficient intensity. ;CONSTITUTION: one kind hitting arch form P. S.C beams (1) include lower flange, and web, the tendon (8) of mounting hole (7) is longitudinal to enhance bar (9), horizontal stirrup (10) and cable (4). The beam is formed as T shapes shape steel rolled stock, and wherein upper flange and web upper surface unit area are omitted. Assembling additional web reinforcing bar is omitted, and exposes T section on the upside of the longitudinal direction reinforcing steel bar and the horizontal reinforcement bar disc arrived in ready pass through of girder. The P. S.C manufactures beam P after manufacturing field, and the additional construction of support loads settle. In predetermined position S.C beams use crane. Web concrete and upper flat plate (12) are placed on block, pass through the beam being gradually integrated. ;The 2013 of copyright KIPO submissions
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机译:用途:一种冲击拱形式的P(C)型混凝土箱梁桥和桥的方法采用应用起重机结构法,并通过获得足够的强度来构造龙斯潘桥上的附加安装荷载。 ;构成:一种击打拱形的PSC梁(1)包括下法兰和腹板,安装孔(7)的筋(8)是纵向的,以增强钢筋(9),水平箍筋(10)和电缆(4) 。所述梁形成为T形形状的轧材,并且其中省略了上凸缘和腹板上表面单位面积。省略了附加的腹板加强筋的组装,并且在纵向加强钢筋的上部露出了T形截面,并且水平加强筋的圆盘到达了大梁准备通过的位置。 P. S.C在制造场之后制造梁P,并且支撑载荷的其他构造得以稳定。在预定位置,防撞梁使用起重机。将腹板混凝土和上平板(12)放在砌块上,穿过逐渐整合的梁。 ; 2013年版权KIPO提交文件
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