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From destal of junction structure and junction manner, and concrete steel compound truss bridge null metal tubing component

机译:从连接结构和连接方式的确定,以及混凝土钢复合桁架架空金属管的组成

摘要

PROBLEM TO BE SOLVED: To provide a connection method and a structure of a concrete member and a steel pipe member which is simple in the structure and excellent in a fatigue-resistant property and has no structural weak point and also provide a concrete-steel composite truss bribe making use of the connection structure. ;SOLUTION: A part of a bar-form steel member 23 is inserted in the inside of a steel pipe member 21 from the end of the steel pipe member 21 to be connected to a concrete member 11, and a filling material 24 is charged into the part. The filling material 24 is cured to firmly stick to the bar-form steel member 23. The concrete member 24 is formed so that the end of the steel pipe member 21 butts the concrete member and the bar-form steel member 23 projected from the end of the steel pipe member 21 is embedded in the concrete member 11. And hence, the tensile force acting on the steel pipe member is transmitted to the concrete member by the adhesive force between the filling material and the steel pipe member, and the filling material and the bar-form steel member and concentration of stresses is not brought in the steel pipe member or the bar-form steel member.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:提供一种混凝土构件和钢管构件的连接方法和结构,该构件结构简单且耐疲劳性优异且无结构薄弱点,并且还提供一种混凝土-钢复合材料桁架贿赂利用了连接结构。 ;解决方案:将棒状钢构件23的一部分从钢管构件21的一端插入钢管构件21的内部以与混凝土构件11连接,并向其中填充填充材料24那个部分。填充材料24被固化以牢固地粘附到条形钢构件23上。混凝土构件24形成为使得钢管构件21的端部与混凝土构件和从该端部突出的条形钢构件23对接。钢管构件21的一部分埋入混凝土构件11中。因此,作用在钢管构件上的拉力通过填充材料与钢管构件之间的粘合力而传递到混凝土构件。棒状钢构件和应力集中不带入钢管构件或棒状钢构件中。;版权所有:(C)1999,日本特许厅

著录项

  • 公开/公告号JP3948809B2

    专利类型

  • 公开/公告日2007-07-25

    原文格式PDF

  • 申请/专利权人 三井住友建設株式会社;

    申请/专利号JP19980037918

  • 发明设计人 春日 昭夫;杉村 悟;永井 篤;

    申请日1998-02-05

  • 分类号E01D1/00;E04B1/30;E04B1/58;

  • 国家 JP

  • 入库时间 2022-08-21 21:09:56

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