Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
H-shaped steel column adjusting method
The invention provides an H-shaped steel column adjusting method. The method is used for the situation that when an H-shaped steel column and a beam are connected in place, the steel column cannot betightly connected with a steel beam connecting plate due to installation deviation of the steel column. When the elevation of the H-shaped steel column is slightly low, a n-shaped tool is used for adjustment, so that flanges of the H-shaped steel column are supported on two legs of the n-shaped tool respectively; a jack is jacked in the middle, and the elevation of the steel column is adjusted byapplying force to the jack; and when the H-shaped steel column deviates in the horizontal direction, an L-shaped tool and the connecting plate are connected in a welded mode, and the jack abuts against L-shaped tool legs and an H-shaped steel web, so that the H-shaped steel web and the steel beam connecting plate are tightly connected.
本发明提出一种H型钢柱调节方法，用于H型钢柱与梁进行连接就位时，由于钢柱安装的偏差，使得钢柱不能与钢梁连接板紧密连接的情况。当H型钢柱标高略低时，利用几字型工装进行调节，使H型钢柱的翼缘分别担在几字型工装的两条腿上，中间顶上千斤顶，通过给千斤顶加力，使钢柱标高得以调整；当H型钢柱水平方向有偏差时，利用L型工装和连接板焊接连接，并将千斤顶顶在L型工装腿和H型钢腹板上，使得H型钢腹板和钢梁连接板紧密连接。
H-shaped steel column adjusting method
The invention provides an H-shaped steel column adjusting method. The method is used for the situation that when an H-shaped steel column and a beam are connected in place, the steel column cannot betightly connected with a steel beam connecting plate due to installation deviation of the steel column. When the elevation of the H-shaped steel column is slightly low, a n-shaped tool is used for adjustment, so that flanges of the H-shaped steel column are supported on two legs of the n-shaped tool respectively; a jack is jacked in the middle, and the elevation of the steel column is adjusted byapplying force to the jack; and when the H-shaped steel column deviates in the horizontal direction, an L-shaped tool and the connecting plate are connected in a welded mode, and the jack abuts against L-shaped tool legs and an H-shaped steel web, so that the H-shaped steel web and the steel beam connecting plate are tightly connected.
本发明提出一种H型钢柱调节方法，用于H型钢柱与梁进行连接就位时，由于钢柱安装的偏差，使得钢柱不能与钢梁连接板紧密连接的情况。当H型钢柱标高略低时，利用几字型工装进行调节，使H型钢柱的翼缘分别担在几字型工装的两条腿上，中间顶上千斤顶，通过给千斤顶加力，使钢柱标高得以调整；当H型钢柱水平方向有偏差时，利用L型工装和连接板焊接连接，并将千斤顶顶在L型工装腿和H型钢腹板上，使得H型钢腹板和钢梁连接板紧密连接。
H-shaped steel column adjusting method
一种H型钢柱调节方法
ZHANG WENWEI (Autor:in) / FANG ZHELI (Autor:in) / WANG XI (Autor:in) / YANG YANG (Autor:in) / GONG WENSHUAI (Autor:in) / SHI DONGBO (Autor:in)
02.02.2021
Patent
Elektronische Ressource
Chinesisch
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