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Positioning and mounting method for inclined component of steel structure
The invention discloses a steel structure inclined component positioning and mounting method, which relates to the technical field of building construction, and specifically comprises the following steps: firstly, erecting a support frame, and adjusting the angle through a back shore system of the support frame and a steel core steel wire rope; a supporting frame is arranged under a back shore bracket of the inclined steel member; guiding the upper-section inclined steel member to be inserted and quickly aligned through a guiding steel sheet at the upper part of the inclined steel member; a back shore system is placed on the supporting platform, and the angle and the position of the inclined steel component are adjusted by jacking a back shore bracket through the back shore system; a lifting lug is welded on the inclined steel member, a steel core steel wire rope is tied with the lifting lug in the main body structure, and the inclined steel member is tightened and fixed through a steel wire rope flange; the space inclined steel member butt joint node is designed, the upper section of space inclined steel member can be accurately butt-jointed and positioned with the lower section of space inclined steel member in an inclined posture, and the problems that the upper section of steel member and the lower section of steel member are not accurately butt-jointed and the butt joint construction progress is slow under the space condition are solved.
本发明公开了一种钢结构倾斜构件定位安装方法,涉及建筑施工技术领域,具体包括以下步骤:先搭设支撑架,通过支撑架的顶撑系统和钢芯钢丝绳共同调节角度;在斜钢构件的顶撑牛腿正下方位置设支撑架;通过斜钢构件上部的引导钢片引导上段斜钢构件插入快速对准;在支撑平台放置顶撑系统,通过顶撑系统顶升顶撑牛腿调整斜钢构件角度与位置;在斜钢构件上焊接吊耳,通过钢芯钢丝绳与主体结构中吊耳拉结,通过钢丝绳法兰收紧,固定斜钢构件;本发明设计了空间倾斜钢构件对接节点,可以使上部一段空间倾斜钢构件倾斜姿态下与下部一段准确对接定位,解决了空间条件下上下段钢构对接不准和对接施工进度慢的难题。
Positioning and mounting method for inclined component of steel structure
The invention discloses a steel structure inclined component positioning and mounting method, which relates to the technical field of building construction, and specifically comprises the following steps: firstly, erecting a support frame, and adjusting the angle through a back shore system of the support frame and a steel core steel wire rope; a supporting frame is arranged under a back shore bracket of the inclined steel member; guiding the upper-section inclined steel member to be inserted and quickly aligned through a guiding steel sheet at the upper part of the inclined steel member; a back shore system is placed on the supporting platform, and the angle and the position of the inclined steel component are adjusted by jacking a back shore bracket through the back shore system; a lifting lug is welded on the inclined steel member, a steel core steel wire rope is tied with the lifting lug in the main body structure, and the inclined steel member is tightened and fixed through a steel wire rope flange; the space inclined steel member butt joint node is designed, the upper section of space inclined steel member can be accurately butt-jointed and positioned with the lower section of space inclined steel member in an inclined posture, and the problems that the upper section of steel member and the lower section of steel member are not accurately butt-jointed and the butt joint construction progress is slow under the space condition are solved.
本发明公开了一种钢结构倾斜构件定位安装方法,涉及建筑施工技术领域,具体包括以下步骤:先搭设支撑架,通过支撑架的顶撑系统和钢芯钢丝绳共同调节角度;在斜钢构件的顶撑牛腿正下方位置设支撑架;通过斜钢构件上部的引导钢片引导上段斜钢构件插入快速对准;在支撑平台放置顶撑系统,通过顶撑系统顶升顶撑牛腿调整斜钢构件角度与位置;在斜钢构件上焊接吊耳,通过钢芯钢丝绳与主体结构中吊耳拉结,通过钢丝绳法兰收紧,固定斜钢构件;本发明设计了空间倾斜钢构件对接节点,可以使上部一段空间倾斜钢构件倾斜姿态下与下部一段准确对接定位,解决了空间条件下上下段钢构对接不准和对接施工进度慢的难题。
Positioning and mounting method for inclined component of steel structure
一种钢结构倾斜构件定位安装方法
CHEN LONG (Autor:in) / ZHAI GUANGYAO (Autor:in) / ZHU HONGXIN (Autor:in) / YU ZONGZHU (Autor:in) / XU PENG (Autor:in) / LU QUAN (Autor:in) / TU HEHE (Autor:in) / GAO YANZHAO (Autor:in)
22.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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