Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention relates to a construction method for a connection structure of non-equal-height steel beams, and belongs to the technical field of construction engineering. The method comprises the following steps that S1, the first steel beam and the second steel beam are welded to a box column; S2, upper angle steel is embedded in the joint between a first top flange and the box column and is in threaded connection with the first top flange through first connection bolts, and the second steel beam and the box column are further reinforced through the same kind of upper angle steel; S3, lower angle steel is embedded in the joint between a first bottom flange and the box column and is in threaded connection with the first bottom flange through second connection bolts, and the bottom surfaceof the second steel beam and the box column are further reinforced through the same kind of lower angle steel; S4, a second transverse partition plate is put in the box column and is in threaded connection with the box column through second fixing bolts; and S5, a first transverse partition plate is put in the box column and is in threaded connection with the side wall of the box column through first fixing bolts, the connection strength is high, and operation is easy and convenient.
本发明涉及一种不等高钢梁的连接结构的施工方法，属于施工工程技术领域，包括有以下步骤：S1：将第一钢梁和第二钢梁分别与箱型柱焊接；S2：将上角钢嵌于第一上翼缘与箱型柱的连接处，通过第一连接螺栓与第一上翼缘螺纹连接，第二钢梁与箱型柱通过同样的上角钢进一步加固；S3：将下角钢嵌于第一下翼缘与箱型柱的连接处，通过第二连接螺栓与第一下翼缘螺纹连接，第二钢梁底面与箱型柱通过同样的下角钢进一步加固；S4：第二横隔板放到箱型柱内，通过第二固定螺栓与箱型柱螺纹连接；S5：第一横隔板放到箱型柱内，通过第一固定螺栓与箱型柱侧壁螺纹连接，连接强度高，且操作简单、便捷。
The invention relates to a construction method for a connection structure of non-equal-height steel beams, and belongs to the technical field of construction engineering. The method comprises the following steps that S1, the first steel beam and the second steel beam are welded to a box column; S2, upper angle steel is embedded in the joint between a first top flange and the box column and is in threaded connection with the first top flange through first connection bolts, and the second steel beam and the box column are further reinforced through the same kind of upper angle steel; S3, lower angle steel is embedded in the joint between a first bottom flange and the box column and is in threaded connection with the first bottom flange through second connection bolts, and the bottom surfaceof the second steel beam and the box column are further reinforced through the same kind of lower angle steel; S4, a second transverse partition plate is put in the box column and is in threaded connection with the box column through second fixing bolts; and S5, a first transverse partition plate is put in the box column and is in threaded connection with the side wall of the box column through first fixing bolts, the connection strength is high, and operation is easy and convenient.
本发明涉及一种不等高钢梁的连接结构的施工方法，属于施工工程技术领域，包括有以下步骤：S1：将第一钢梁和第二钢梁分别与箱型柱焊接；S2：将上角钢嵌于第一上翼缘与箱型柱的连接处，通过第一连接螺栓与第一上翼缘螺纹连接，第二钢梁与箱型柱通过同样的上角钢进一步加固；S3：将下角钢嵌于第一下翼缘与箱型柱的连接处，通过第二连接螺栓与第一下翼缘螺纹连接，第二钢梁底面与箱型柱通过同样的下角钢进一步加固；S4：第二横隔板放到箱型柱内，通过第二固定螺栓与箱型柱螺纹连接；S5：第一横隔板放到箱型柱内，通过第一固定螺栓与箱型柱侧壁螺纹连接，连接强度高，且操作简单、便捷。
Construction method for connection structure of non-equal-height steel beams
一种不等高钢梁的连接结构的施工方法
WANG YUE (Autor:in)
17.04.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
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