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MANUFACTURING METHOD FOR GIRDER USING I SHAPED STEEL WITH BENDED WEB AND GIRDER MANUFACTURED BY THIS METHOD

机译:工字钢用弯曲腹板制造钢梁的方法

摘要

The present invention relates to a method for manufacturing a girder member using I-shaped steel with a bending web and a girder member manufactured using the same, wherein the method enables a girder to be manufactured using I-shaped steel with a curved web, thereby enabling the girder to effectively respond to the weight applied to a bridge. The method for manufacturing a girder member comprises: a step of manufacturing a pair of I-shaped steel which has a bending web curved in the lengthwise direction so that both sides have a curved surface; a step of arranging the I-shaped steel pair to be separated from each other and to face the concave surface of each bending web; a step of applying weight to the lengthwise center of the I-shaped steel pair and making each I-shaped steel straight; a step of arranging a pair of support members perpendicular to the I-shaped steel at both lengthwise ends of the I-shaped steel and connecting the support members to the I-shaped steel pair; a step of arranging a moment-applying member perpendicular to the I-shaped steel at the lengthwise center of the I-shaped steel and connecting the moment-applying member to the I-shaped steel pair, wherein the moment-applying member is installed and fixated between the I-shaped steel pair in a manner that one end of the moment-applying member is bonded to one bending web on the upper part or on the lower part with respect to the cross-sectional center of the I-shaped steel, and the other end of the moment-applying member is bonded to the other bending web on at least one among the upper part and the lower part with respect to the cross-sectional center of the I-shaped steel; and a step of removing the weight applied to the I-shaped steel pair.
机译:本发明涉及一种使用具有弯曲腹板的I形钢制造梁构件的方法以及使用该梁构件制造的梁构件,其中该方法使得能够使用具有弯曲腹板的I形钢制造梁构件,由此使大梁有效地响应施加在桥梁上的重量。用于制造梁构件的方法包括:制造一对I形钢的步骤,该I形钢的弯曲腹板在长度方向上弯曲,使得两侧都具有弯曲表面;将I型钢对布置成彼此分开并面对每个弯曲腹板的凹面的步骤;在I型钢对的长度中心上施加重量并使每个I型钢笔直的步骤;在I型钢的长度方向的两端配置与I型钢垂直的一对支承部件,并将这些支承部件与I型钢对连接的工序。在I型钢的长度方向中央垂直于I型钢的方向上设置力矩施加构件并将力矩施加构件连接至I形钢对的步骤,其中,力矩施加构件被安装并固定在I形钢对之间,以使施加力矩的构件的一端相对于I形钢的横截面中心在上部或下部的一个弯曲腹板上粘结,力矩施加构件的另一端在相对于I形钢的横截面中心的上部和下部中的至少一个上粘结到另一个弯曲腹板上。以及减轻I型钢对的重量的步骤。

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