項(xiàng)目施工試驗(yàn)方案-全文預(yù)覽
【正文】 5100%地下一層墻體HRB400 2523805100%HRB400 209682100%HRB400 1812553100%HRB400 1630006100%地下一層梁HRB400 2527006100%12層柱HRB400 2521605100%HRB400 165001100%12層梁HRB400 2524005100%34層柱HRB400 2521605100%34層梁HRB400 2526006100%主樓地下二層板HRB400 1631007100%主樓地下一層墻體HRB400 2514003100%HRB400 221201100%HRB400 1810002100%HRB400 1615003100%主樓14層墻體HRB400 25600012100%HRB400 1840008100%HRB400 16600012100%5層墻體HRB400 1616004100%6頂層墻體HRB400 161620033100% 部位規(guī)格型號數(shù)量t組數(shù)見證基 礎(chǔ)HRB400 253447100%HRB400 20802100%HRB400 181022100%HRB400 161413100%HRB335 141723100%基礎(chǔ)HRB335 121100%HRB335 101100%HRB335 821100%HPB235 81100%HPB235 61100%地下二層梁、板HRB400 252705100%HRB400 16632100%HRB400 141082100%HRB400 12902100%HRB335 10401100%HRB335 8101100%HPB235 8121100%地下12層墻體HRB400 252004100%HRB400 2251100%HRB400 20321100%HRB400 18381100%HRB400 16722100%HRB400 142054100%HRB335 12802100%HRB335 10351100%HRB335 851100%地下一層梁、板HRB400 252805100%HRB400 142204100%HRB400 12501100%HRB335 10351100%HRB335 8151100%HPB235 821100%14層墻、柱HRB400 251623100%HRB400 2251100%HRB400 2051100%HRB400 18331100%HRB400 161122100%HRB400 141613100%HRB335 12251100%HRB335 101323100%HRB335 8191100%14層梁、板HRB400 251653100%HRB400 141533100%HRB400 121333100%HRB335 101213100%HRB335 8421100%HPB235 861100%5頂層墻、柱HRB400 20531100%HRB400 163186100%HRB400 142154100%HRB335 124258100%HRB335 102154100%HRB335 8301100%HPB235 841100%5頂層板HRB400 142655100%HRB335 122144100% HRB335 102985100%HRB335 82004100%HPB235 8541100%、混凝土試塊試驗(yàn)計(jì)劃部位強(qiáng)度等級工程量m3留置組數(shù)見證地下二層1段
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