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PRESTRESSED CONCRETE GATE TYPE RIGID FRAME BRIDGE

机译:预应力混凝土门式刚架桥

摘要

PROBLEM TO BE SOLVED: To provide a prestressed concrete gate type rigid frame bridge which enables the bridge girder and the bridge abutment to be miniaturized without reducing the strength and durability, eliminates joint members, bearing members, and fall prevention means, and can be constructed at a remarkably lower cost than a conventional gate type rigid frame bridge.;SOLUTION: This prestressed concrete gate type rigid frame bridge 1 includes bridge abutments 2A, 2B provided to both sides, respectively, and a bridge girder 3 installed and fixed onto the bridge abutments 2A, 2B. The bridge abutments 2A, 2B and the bridge girder 3 are prestressed and fixedly joined with PC steel members 4, 5 disposed in the vertical direction, respectively, and prestressed by PC steel members 6 disposed horizontally in the bridge girder 3. Consequently, the bending moments generated on both sides of the rigid frame bridge by the fixing of the bridge abutments 2A, 2B and the bridge girder 3 are offset by the prestress forces by the PC steel members 4, 5, 6.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:提供一种预应力混凝土闸门式刚性框架桥,该桥能够在不降低强度和耐用性的情况下使桥梁和桥台最小化,省去了连接构件,轴承构件和防坠落装置,并且可以构造解决方案:该预应力混凝土门式刚性框架桥1包括分别设置在两侧的桥基2A,2B,以及安装并固定在桥上的桥梁3。基台2A,2B。桥基台2A,2B和桥梁3分别与沿垂直方向设置的PC钢构件4、5预应力固定连接,并由水平设置在桥梁3中的PC钢构件6预应力。刚架桥墩2A,2B和架桥梁3的固定在刚性框架桥的两侧产生的力矩被PC钢构件4、5、6的预应力抵消了;版权:(C)2011,日本特许厅

著录项

  • 公开/公告号JP2011064000A

    专利类型

  • 公开/公告日2011-03-31

    原文格式PDF

  • 申请/专利权人 SAKAMOTO YOSHINORI;

    申请/专利号JP20090215717

  • 发明设计人 SAKAMOTO YOSHINORI;

    申请日2009-09-17

  • 分类号E01D1/00;E01D19/02;

  • 国家 JP

  • 入库时间 2022-08-21 18:22:13

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