A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pre-burying method of foundation bolts for support beam of unloading station
The invention provides a pre-burying method of foundation bolts for a support beam of an unloading station. The pre-burying method comprises the following steps that S110, fixing holes are drilled ina long-strip-shaped mold according to set intervals, S120, foundation bolts are arranged in the fixing holes in a penetrating mode, and the threaded parts of the foundation bolts extend out of the upper surface of the mold and are fastened through nuts; S130, screw parts of the foundation bolts are welded to a reinforcing mesh of the unloading station, and the lower surface of the mold is locatedon the upper portion of the reinforcing mesh; S140, concrete is adopted for pouring the reinforcing mesh; and S150, after the concrete is solidified, the nuts are unscrewed, and the mold is disassembled. The pre-buried positions of the foundation bolts are limited by the pre-burying, so that the pre-buried position is accurate, and the working efficiency is improved.
本发明提供了一种卸载站支撑梁用地脚螺栓的预埋方法，包括以下步骤：S110：在长条形的模具上按照设定的间距钻设固定孔，S120：在所述固定孔内穿设地脚螺栓，所述地脚螺栓的螺纹部分伸出所述模具的上表面并通过螺母紧固；S130：将所述地脚螺栓的螺杆部分焊接到卸载站的钢筋网上，所述模具的下表面位于所述钢筋网的上部；S140：采用混凝土浇筑所述钢筋网；S150：混凝土凝固后，拧下所述螺母，拆卸所述模具。利用上述方法限定地脚螺栓的预埋位置，使预埋位置准确，提高了工作效率。
Pre-burying method of foundation bolts for support beam of unloading station
The invention provides a pre-burying method of foundation bolts for a support beam of an unloading station. The pre-burying method comprises the following steps that S110, fixing holes are drilled ina long-strip-shaped mold according to set intervals, S120, foundation bolts are arranged in the fixing holes in a penetrating mode, and the threaded parts of the foundation bolts extend out of the upper surface of the mold and are fastened through nuts; S130, screw parts of the foundation bolts are welded to a reinforcing mesh of the unloading station, and the lower surface of the mold is locatedon the upper portion of the reinforcing mesh; S140, concrete is adopted for pouring the reinforcing mesh; and S150, after the concrete is solidified, the nuts are unscrewed, and the mold is disassembled. The pre-buried positions of the foundation bolts are limited by the pre-burying, so that the pre-buried position is accurate, and the working efficiency is improved.
本发明提供了一种卸载站支撑梁用地脚螺栓的预埋方法，包括以下步骤：S110：在长条形的模具上按照设定的间距钻设固定孔，S120：在所述固定孔内穿设地脚螺栓，所述地脚螺栓的螺纹部分伸出所述模具的上表面并通过螺母紧固；S130：将所述地脚螺栓的螺杆部分焊接到卸载站的钢筋网上，所述模具的下表面位于所述钢筋网的上部；S140：采用混凝土浇筑所述钢筋网；S150：混凝土凝固后，拧下所述螺母，拆卸所述模具。利用上述方法限定地脚螺栓的预埋位置，使预埋位置准确，提高了工作效率。
Pre-burying method of foundation bolts for support beam of unloading station
卸载站支撑梁用地脚螺栓的预埋方法
ZHANG GUOYING (author) / LI JIANQI (author) / LI HAILIANG (author) / DU XINGGUANG (author) / LYU BAO (author) / HAO HONGGUO (author) / ZHANG JIAN (author) / QU HAILONG (author) / DU XUEFENG (author) / CHEN KAILANG (author)
2021-02-23
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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