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钢筋网片施工
钢筋网片施工
Construction of steel mesh
1．钢筋网配置应按设计要求，一般设置直径为4~6mm、间距为100~200mm双向钢筋网片。网片采用绑扎和焊接均可，其位置以居中偏上为宜，保护层不小于10mm。
1. The reinforcement mesh shall be configured according to the design requirements. Generally, two-way steel mesh with diameter of 4-6 mm and spacing of 100-200 mm shall be set. The mesh can be bound and welded, and its position should be in the middle and above, and the protective layer should not be less than 10 mm.
2．钢筋要调直，不得有弯曲、锈蚀、沾油污。
2. The reinforcement should be straightened, and there should be no bending, corrosion and oil stain.
3．分格缝处钢筋网片要断开。为保证钢筋网片位置留置准确，可采用先在隔离层上满铺钢丝绑扎成型后，再按分格缝位置剪断的方法施工。
3. The steel mesh at the dividing joint shall be disconnected. In order to ensure that the position of steel mesh is accurate, the method of laying full steel wire on the isolation layer, binding and forming, and then cutting according to the position of grid joint can be adopted.
Construction of steel mesh
1．钢筋网配置应按设计要求，一般设置直径为4~6mm、间距为100~200mm双向钢筋网片。网片采用绑扎和焊接均可，其位置以居中偏上为宜，保护层不小于10mm。
1. The reinforcement mesh shall be configured according to the design requirements. Generally, two-way steel mesh with diameter of 4-6 mm and spacing of 100-200 mm shall be set. The mesh can be bound and welded, and its position should be in the middle and above, and the protective layer should not be less than 10 mm.
2．钢筋要调直，不得有弯曲、锈蚀、沾油污。
2. The reinforcement should be straightened, and there should be no bending, corrosion and oil stain.
3．分格缝处钢筋网片要断开。为保证钢筋网片位置留置准确，可采用先在隔离层上满铺钢丝绑扎成型后，再按分格缝位置剪断的方法施工。
3. The steel mesh at the dividing joint shall be disconnected. In order to ensure that the position of steel mesh is accurate, the method of laying full steel wire on the isolation layer, binding and forming, and then cutting according to the position of grid joint can be adopted.
