首页> 外国专利> PRECAST FLOOR SLAB SYSTEM, BRIDGE STRUCTURE, PRECAST FLOOR SLAB SYSTEM DESIGN METHOD, AND BRIDGE STRUCTURE MANUFACTURING METHOD

PRECAST FLOOR SLAB SYSTEM, BRIDGE STRUCTURE, PRECAST FLOOR SLAB SYSTEM DESIGN METHOD, AND BRIDGE STRUCTURE MANUFACTURING METHOD

机译:预制楼板系统,桥梁结构,预制楼板系统设计方法和桥梁结构制造方法

摘要

PROBLEM TO BE SOLVED: To provide a precast floor slab system being easily constructed from precast floor slabs and improving fatigue durability while preventing the precast floor slab thickness from increasing.;SOLUTION: A precast floor slab system 2 comprises: a pair of precast floor slabs 20, which are formed into tabular shape and disposed in an arrangement direction that intersects a thickness direction Z; and a connection part 25, which is disposed between and attached to the pair of precast floor slabs and integrates the pair of precast floor slabs by transmitting bending moment between the pair of precast floor slabs. The elastic modulus of the connection part is smaller than that of the pair of precast floor slabs and the tensile strength of the connection part is higher than that of the pair of precast floor slabs. The adhesive strength of the connection part to adhere to the pair of precast floor slabs is higher than the tensile strength of the pair of precast floor slabs.;SELECTED DRAWING: Figure 2;COPYRIGHT: (C)2017,JPO&INPIT
机译:解决的问题:提供一种预制地板系统,该预制地板系统可以容易地由预制地板构造而成,并且在防止预制地板厚度增加的同时提高疲劳耐久性。解决方案:预制地板系统2包括:一对预制地板图20是形成为平板状且在与厚度方向Z相交的排列方向上配置的图。连接部25设置在一对预制板之间并附接至该预制板,并通过在一对预制板之间传递弯矩而使一对预制板一体化。连接部分的弹性模量小于一对预制地板的弹性模量,并且连接部分的抗拉强度高于一对预制地板的抗拉强度。粘贴在一对预制地板上的连接部分的粘结强度高于一对预制地板的抗拉强度。;选图:图2;版权:(C)2017,JPO&INPIT

著录项

  • 公开/公告号JP2016205098A

    专利类型

  • 公开/公告日2016-12-08

    原文格式PDF

  • 申请/专利权人 NIPPON STEEL & SUMIKIN ENGINEERING CO LTD;

    申请/专利号JP20150091876

  • 发明设计人 OTAKE ATSURO;SAKURAI NOBUAKI;

    申请日2015-04-28

  • 分类号E01D19/12;E01D21/00;E04B5/02;E04B1/61;

  • 国家 JP

  • 入库时间 2022-08-21 13:55:56

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