首页> 外国专利> METHOD TO CONSTRUCT NON-JOINT BRIDGE USING T-SHAPED COMPOSITE GIRDER HAVING TENSILE AND COMPRESSIVE REINFORCEMENT MATERIAL

METHOD TO CONSTRUCT NON-JOINT BRIDGE USING T-SHAPED COMPOSITE GIRDER HAVING TENSILE AND COMPRESSIVE REINFORCEMENT MATERIAL

机译:带有拉伸和抗压增强材料的T形复合梁构造非节理桥的方法

摘要

The present invention relates to a method to construct a non-joint bridge using a T-shaped composite girder having a tensile and compressive reinforcement material, constructing a bridge by using a T-shaped composite girder with a T-shape cross section having a flange part with an enlarged width formed in an upper part of a cross section including a tensile and compressive reinforcement material to increase the area of a flange receiving a compressive force when being used for a long span, thereby increasing the twisting resistance to enhance the girders cross sectional function to increase the resistance to lateral buckling, and distributing a compressive force generated by the weight of a vehicle to be transferred to an abutment from a girder side of the bridge to prevent the abutment from being cracked. According to a first embodiment of the present invention, the method comprises the following steps: (a) manufacturing a T-shaped composite girder; (b) constructing piles in a row on the bottom part of the ground of a position where a base abutment is installed after arranging the ground; (c) depositing concrete in a head part of the pile and, at the same time, installing as many temporary supporting frames as the number of spanned girders to construct the base abutment; (d) spanning the T-shaped composite girder to the temporary support frame; (e) depositing concrete after assembly of rebars and installation of a mold, to construct a slab of the bridge and a wall abutment; (f) performing backfilling in a rear side of the base and wall abutments to form a backfilling part; and (g) constructing a connection slab connected to the wall abutment in an upper part of the backfilling part.;COPYRIGHT KIPO 2018
机译:本发明涉及一种使用具有拉伸和压缩增强材料的T形复合梁构造非连接桥的方法,该方法是通过使用具有带凸缘的T形横截面的T形复合梁构造桥梁。在横截面的上部形成具有增大宽度的部分,该部分包括抗拉和抗压的增强材料,以增加在长时间使用时承受压缩力的法兰的面积,从而增加抗扭曲性,以增强大梁的横截面截面功能增加了抗侧向屈曲的能力,并分配了由车辆重量产生的压缩力,该压缩力从桥的梁侧转移到基台,以防止基台开裂。根据本发明的第一实施例,该方法包括以下步骤:(a)制造T形复合梁; (b)在安排好地面后,在地面底部的一排连续建造桩,在该位置安装基台; (c)在桩的头部浇筑混凝土,并同时安装与跨接梁数量一样多的临时支撑架,以建造基台; (d)将T形组合梁跨到临时支撑框架; (e)在组装钢筋和安装模具后浇筑混凝土,以建造桥板和墙基台; (f)在基台和壁基台的后侧进行回填,以形成回填部分; (g)在回填部分的上部建造一个与墙基台相连的连接板。; COPYRIGHT KIPO 2018

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