首页> 外国专利> DOUBLE-HEAD SHIFT PREVENTIVE MEMBER, PRECAST GIRDER, AND JOINING STRUCTURE BETWEEN PRECAST GIRDER AND FLOOR SLAB

DOUBLE-HEAD SHIFT PREVENTIVE MEMBER, PRECAST GIRDER, AND JOINING STRUCTURE BETWEEN PRECAST GIRDER AND FLOOR SLAB

机译:双头预防构件,预制梁以及预制梁和楼板之间的连接结构

摘要

PROBLEM TO BE SOLVED: To provide a double-head shift preventive member, a precast girder using the same, and a joining structure between the precast girder and a floor slab.;SOLUTION: The double-head shift preventive member 1 is formed of: a lower horizontal portion 3 embedded and secured into concrete; vertical side portions 4 integrally formed together with the lower horizontal portion 3 at both edges of the same, and erected from the same; and engaging heads 8 each arranged at an upper portion of the vertical side portion 4 and having an external diameter larger than that of the vertical side portion 4, in one body with the same. The precast girder is constructed such that the lower horizontal portion 3 of the double-head shift preventive member 1 is arranged on a lower side of a main reinforcement 12 of the precast girder 2, in a manner intersecting the main reinforcement 12. The joining structure between the precast girder and the floor slab is obtained by integrating the precast girder 2 and the cast-in-place concrete floor slab 15 together via the double-head shift preventive members 1 in the precast girder 2 and the concrete 19 in which an upper portion of each double-head shift preventive member 1 is embedded.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:提供一种防止双头移位的构件,使用该构件的预制梁以及预制梁和楼板之间的连接结构。解决方案:防止双头移位的构件1由以下构成:埋入并固定在混凝土中的下部水平部分3;垂直侧部4与下部水平部3在其两个边缘处一体形成并从其竖立。接合头8在其一体的体内分别设置在垂直侧部4的上部,并且具有比垂直侧部4的外径大的外径。预制梁的构造使得双头防偏部件1的下部水平部分3以与主梁12相交的方式布置在预制梁2的主梁12的下侧。通过在预制梁2中的双头防偏部件1和混凝土19中将预制梁2和现浇混凝土地板15结合在一起,将预制梁2和现浇混凝土地板15结合在一起,从而获得预制梁和楼板之间的距离。防止双头防偏部件1的一部分嵌入。版权所有(C)2007,JPO&INPIT

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