公称直径（mm) 间距（mm)每延米面积（mm2/m)公称直径（mm) 间距（mm)每延米面积（mm2/m)D1212113112113117.75D11119501195014.92D10107851078512.33D9963596359.98D8850385037.9D7738573856.04D6628362834.44D5519651963.08B12121131825210.9B111195082529.43B101078582528.14B9963582526.97B8850382525.93B7738571934.53B6628371933.73B5519671933.05E1111634116349.95E1010523105238.22E9942394236.66E8833583355.26E7725772574.03E6618961892.96E5513151312.05C12127541256610.36C1111634114758.7C1010523103937.19C9942393185.82C8833582524.61C7725771933.53C6618961422.6C551315981.8A1212566125668.88A1111475114757.46A1010393103936.16A9931893184.99A8825282523.95A7719371933.02A6614261422.22A55985981.54重 量(kg/m2)焊接网代号100100150150200100钢筋网片型号及参数纵 向 钢 筋横 向 钢 筋200150200200序号单位remark1kg/㎡2kg/㎡3kg/㎡4kg/㎡5kg/㎡6kg/㎡7kg/㎡8kg/㎡9kg/㎡10kg/㎡φ6@600×6000.963注：1、φ6钢筋按6.5理论重量计入 2、一般用于屋面细石混凝土φ6@300×3001.819φ6@400×4001.391φ6@500×5001.124φ4@400×4000.527φ6@150×1503.585φ6@200×2002.729φ4@150×1501.358φ4@200×2001.033φ4@300×3000.689钢丝网片理论重量表规格型号理论重量