首页> 外国专利> EXECUTION METHOD OF CAST-IN-PLACE PRESTRESSED CONCRETE FLOOR SLAB OF BOX GIRDER OF CLOSED SECTION

EXECUTION METHOD OF CAST-IN-PLACE PRESTRESSED CONCRETE FLOOR SLAB OF BOX GIRDER OF CLOSED SECTION

机译:封闭截面箱梁现浇预应力混凝土楼板的执行方法

摘要

PROBLEM TO BE SOLVED: To provide an execution method of a cast-in-place prestressed concrete floor slab of a box girder of closed section having small mutual restriction between the floor slab and the box girder. ;SOLUTION: A stud part 14 is of blockout structure, a sliding member 15 is installed on other parts than the stud part 14, a form 17 of the conventional structure is installed, a concrete 18 is placed, the form of the conventional structure is removed after the concrete is cured, a prestressing steel wire 13 is tightened, and a blockout part 19 is filled with a mortar. A steel plate 20 having studs is temporarily tightened by high-strength bolts 22 using an expansion holes 21, the form 17 of the conventional structure is installed, the concrete 18 is placed, the form 17 of the conventional structure is removed after the concrete is cured, the restressing steel wire 13 is tightened, and the high-strength bolts 22 are permanently tightened.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:提供一种封闭截面的箱梁的现浇预应力混凝土楼板的实施方法,该楼板与箱梁之间的相互约束很小。 ;解决方案:立柱部分14为封闭结构,滑动构件15安装在除立柱部分14之外的其他部分上,安装常规结构的模板17,放置混凝土18,常规结构的形式为在混凝土固化后将其除去,拧紧预应力钢丝13,并用砂浆填充遮盖部分19。使用膨胀孔21通过高强度螺栓22将具有双头螺栓的钢板20临时紧固,安装常规结构的模板17,放置混凝土18,在混凝土浇筑后去除常规结构的模板17。固化后,拧紧应力钢丝13,并永久拧紧高强度螺栓22。版权所有:(C)2001,JPO

著录项

  • 公开/公告号JP2001032216A

    专利类型

  • 公开/公告日2001-02-06

    原文格式PDF

  • 申请/专利权人 TOPY IND LTD;

    申请/专利号JP19990208775

  • 发明设计人 HARIKANE AKIHIRO;

    申请日1999-07-23

  • 分类号E01D21/00;E01D2/00;E01D19/12;

  • 国家 JP

  • 入库时间 2022-08-22 01:27:51

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