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Building floor plate cantilever steel platform and mounting method thereof
The invention discloses a building floor plate overhanging steel platform and a mounting method thereof, the platform comprises a building floor plate overhanging steel platform and a walking plate, the building floor plate overhanging steel platform comprises a plurality of overhanging steel platform bodies and a steel wire tensioning mechanism, and the overhanging steel platform comprises U-shaped bolts, I-shaped steel beams, fastening structures and Y-shaped supporting mechanisms; the fastening structure comprises a left-right fastening mechanism and a top locking mechanism; the steel wire tensioning mechanism comprises a tensioning part and a steel wire rope; the method comprises the following steps: 1, mounting U-shaped bolts and I-shaped steel beams; 2, the left and right fastening mechanisms and the top locking mechanism are installed, and the I-shaped steel beam is adjusted and fastened; 3, mounting the Y-shaped supporting mechanism; 4, mounting a walking plate connecting piece and a walking plate; fifthly, mounting of the multiple cantilever steel platforms and the walking plates is completed; and 6, mounting a tensioning part and a steel wire rope. Fastening of the left side, the right side and the top of a web of the I-shaped steel beam and tensioning of the cantilever end are achieved, and the overall stability of the I-shaped steel beam is improved.
本发明公开了一种建筑物楼层板悬挑钢平台及其安装方法，该平台包括建筑物楼层板悬挑钢平台和行走板，建筑物楼层板悬挑钢平台包括多个悬挑钢平台和钢丝拉紧机构，悬挑钢平台包括U型螺栓、工字钢梁、紧固结构和Y形支撑机构；紧固结构包括左右紧固机构和顶部锁紧机构，钢丝拉紧机构包括拉紧部件和钢丝绳；该方法包括以下步骤：一、U型螺栓、工字钢梁的安装；二、左右紧固机构和顶部锁紧机构的安装及调节紧固工字钢梁；三、Y形支撑机构的安装；四、行走板连接件和行走板的安装；五、完成多个悬挑钢平台和行走板的安装；六、拉紧部件和钢丝绳安装。本发明实现工字钢梁腹板左右侧、顶部的紧固以及悬挑端的拉紧，提高了工字钢梁的整体稳定性。
Building floor plate cantilever steel platform and mounting method thereof
The invention discloses a building floor plate overhanging steel platform and a mounting method thereof, the platform comprises a building floor plate overhanging steel platform and a walking plate, the building floor plate overhanging steel platform comprises a plurality of overhanging steel platform bodies and a steel wire tensioning mechanism, and the overhanging steel platform comprises U-shaped bolts, I-shaped steel beams, fastening structures and Y-shaped supporting mechanisms; the fastening structure comprises a left-right fastening mechanism and a top locking mechanism; the steel wire tensioning mechanism comprises a tensioning part and a steel wire rope; the method comprises the following steps: 1, mounting U-shaped bolts and I-shaped steel beams; 2, the left and right fastening mechanisms and the top locking mechanism are installed, and the I-shaped steel beam is adjusted and fastened; 3, mounting the Y-shaped supporting mechanism; 4, mounting a walking plate connecting piece and a walking plate; fifthly, mounting of the multiple cantilever steel platforms and the walking plates is completed; and 6, mounting a tensioning part and a steel wire rope. Fastening of the left side, the right side and the top of a web of the I-shaped steel beam and tensioning of the cantilever end are achieved, and the overall stability of the I-shaped steel beam is improved.
本发明公开了一种建筑物楼层板悬挑钢平台及其安装方法，该平台包括建筑物楼层板悬挑钢平台和行走板，建筑物楼层板悬挑钢平台包括多个悬挑钢平台和钢丝拉紧机构，悬挑钢平台包括U型螺栓、工字钢梁、紧固结构和Y形支撑机构；紧固结构包括左右紧固机构和顶部锁紧机构，钢丝拉紧机构包括拉紧部件和钢丝绳；该方法包括以下步骤：一、U型螺栓、工字钢梁的安装；二、左右紧固机构和顶部锁紧机构的安装及调节紧固工字钢梁；三、Y形支撑机构的安装；四、行走板连接件和行走板的安装；五、完成多个悬挑钢平台和行走板的安装；六、拉紧部件和钢丝绳安装。本发明实现工字钢梁腹板左右侧、顶部的紧固以及悬挑端的拉紧，提高了工字钢梁的整体稳定性。
Building floor plate cantilever steel platform and mounting method thereof
一种建筑物楼层板悬挑钢平台及其安装方法
GUO WEIPING (author) / DENG HUI (author) / WANG LONG (author) / FAN WENJIN (author) / GAO LEI (author)
2024-03-22
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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