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钢筋加工棚搭设标准介绍

来源://www.hongdaxinwuliu.com/   发布时间:2023-03-30

钢筋加工棚,工地钢筋防护棚详解,钢筋加工棚是施工现场内对钢筋进行拉直、弯曲、焊接等钢筋加工作业的场地。钢筋加工棚长和宽尺寸,要根据钢筋加工数量和使用机械的多少确定加工棚的大小,一般情况有6×

The reinforcement processing shed is a site for reinforcement processing operations such as straightening, bending, and welding of reinforcement on the construction site. The length and width of the steel bar processing shed should be determined based on the number of steel bars processed and the number of machines used. Generally, there are 6 ×
9m、6×
9m、6 ×
12m、9×12m等几种,可以根据实际情况酌情采用,也可自行设计长宽尺寸。
12m、9 × Several types, such as 12m, can be used according to actual conditions, or you can design your own length and width dimensions.
工地钢筋棚的搭设还要注意一下几点:
The following points should be paid attention to when erecting the reinforcement shed on the construction site:
1.工具式钢筋加工棚搭设具体尺寸根据现场实际情况确定。
The specific size of the tool type reinforcement processing shed shall be determined based on the actual situation on site.
钢筋加工棚
2.搭设在塔吊回转半径和建筑物周边的加工车间设置双层硬质防护。
2. The processing workshop set up around the turning radius of the tower crane and the building shall be provided with double layer hard protection.
3.加工车间地面需硬化,宜选用砼地面。
The ground of the processing workshop needs to be hardened, and concrete ground should be selected.
4.加工车间顶部应张挂警示标识和宣传用语的横幅,横幅宽度宜为1m。
The top of the processing workshop should be hung with safety warning signs and safety propaganda banners, with a width of 1m.
5.工具式钢筋加工棚需在醒目处挂操作规程图牌,图牌的尺寸为:宽×高=2000mm×1000mm。
5. The tool type reinforcement processing shed shall be hung with an operation specification drawing board at a conspicuous place, and the size of the drawing board is: wide × Height=2000mm × 1000mm。
6.各种型材及构配件规格为参考值,具体规格应根据当地风荷载、雪荷载进行核算。
6. The specifications of various profiles and components are reference values, and the specific specifications should be calculated based on local wind load and snow load.
7.南方地区,如遇台风应采取防风措施,可设置缆风绳。
In the southern region, in case of typhoon, wind prevention measures should be taken, and wind cables can be installed.

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