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1、ASIR工程量計(jì)算書樓梯梁工程名稱：*C40樓梯名稱構(gòu)件名稱墻內(nèi)筋號(hào)基本參數(shù)梯平板厚鋼筋計(jì)算結(jié)果中間梯梁投影面積梯梁地磚面積墻內(nèi)梯梁砼(圈梁)砼含量用量調(diào)整構(gòu)件環(huán)境抗震等級(jí)鋼筋名稱級(jí)別根數(shù)規(guī)格軸線距離左半柱寬右半柱寬間距肢數(shù)加密梁寬 梁高中支座長(zhǎng)附箍構(gòu)數(shù)梯數(shù)單根長(zhǎng)度總根數(shù)鋼筋重量1#TL11上貫 321626001201201111003.32020.010132 底貫 321826001201201111003.44020.0141321 次底 321826001201201111002.79220.0111322 半底次 321826001201201111003.11620.0121352、1構(gòu)腰 321826001201201111002.90020.0121352 扭腰321826001201201111003.44020.014136 拉筋 1826001201204001200111000.37270.001137 箍筋1826001201202002200350111001.132130.0060.470.470.120.0213TL21上貫 321426001201201111003.20020.008132 底貫 321626001201201111003.32020.0101317 箍筋1826001201202002200350111001.132130.0063、0.1713 合 計(jì)0.1040.470.470.170.120.02第 1 頁(yè)ASIR工程量計(jì)算表樓梯休息平臺(tái)板工程名稱：*C40軸線位置筋號(hào)鋼筋名稱基本參數(shù)分布筋鋼筋計(jì)算結(jié)果工程量抗震等級(jí)縱軸橫軸級(jí)別規(guī)格間距樓梯寬度平臺(tái)寬度左右梁寬上下梁寬至邊數(shù)軸數(shù)層數(shù)梯數(shù)中間梯梁寬度踢腳高度板厚級(jí)別規(guī)格間距扣減長(zhǎng)度總根數(shù)單根長(zhǎng)度鋼筋重量分布筋重量平臺(tái)投影面積地磚面積平臺(tái)砼含量用量調(diào)整雙層雙向1底縱 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底橫38200260014502002002111200 150 1004、200131.6200.008352上縱2 3820026001450200200111200 150 10020072.8800.008362 上橫23820026001450200200111200 150 100200131.7300.0093單層雙向1底縱 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底橫38200260014502002002111200 150 100200131.6200.00833邊架 382005001450200200111200 150 100162001000705、.8100.0020.00134 中架382005002600200200111200 150 100162001000130.6700.0030.00134 中架382005001450200200111200 150 10016200100070.6700.0020.00133邊架 382005002600200200111200 150 100162001000130.8100.0040.0013雙層單向1底縱 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底橫38200260014502002006、2111200 150 100200131.6200.008352上縱2 3820026001450200200111200 150 10016200100072.8800.0080.00233邊架 382005002600200200111200 150 100200130.8100.00434 中架382005002600200200111200 150 100200130.6700.0033雙層單向1底縱 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底橫38200260014502002002117、1200 150 100200131.6200.008362 上橫23820026001450200200111200 150 100162001000131.7300.0090.00433邊架 382005001450200200111200 150 10020070.8100.00234 中架382005001450200200111200 150 10020070.6700.0023小計(jì)0.1210.01012.0015.181.22-1.25第 2 頁(yè)ASIR工程量計(jì)算表現(xiàn)澆板工程名稱：*C40軸線位置筋號(hào)鋼筋名稱基本參數(shù)分布筋鋼筋計(jì)算結(jié)果現(xiàn)澆板工程量厚砼強(qiáng)度構(gòu)件環(huán)境縱軸橫軸級(jí)別規(guī)格間8、距縱軸長(zhǎng)度橫軸長(zhǎng)度左右梁寬上下梁寬至邊數(shù)軸數(shù)構(gòu)件層數(shù)板厚級(jí)別規(guī)格間距扣減長(zhǎng)度總根數(shù)單根長(zhǎng)度鋼筋重量分布筋重量軸線面積凈面積扣柱梁面抹灰100內(nèi)200內(nèi)300內(nèi)500內(nèi)500上1-2A-B1底縱 38200510045002503001111120200225.2100.04522.9520.37-2.172.444012 底橫38200510045002503001111120200254.6350.0464013邊架 3820010004500250300111120162002000221.3300.0120.0044014 中架3820010005100250300111120162009、2000251.2150.0120.0054015上縱 3820010005100250300111120162002000251.0000.0100.0054016 上橫3820051004500250300111120162002000254.5000.0440.02040151上縱1 3820051004500250300111120162002000225.2150.0450.01840161 上橫13820051004500250300111120162002000254.5900.0450.02040152上縱2 382005100450025030011112016200200010、225.3300.0460.01840162 上橫23820051004500250300111120162002000254.6800.0460.0204019縱溫 16200510045002503001111202002000103.2500.00740110 橫溫16200510045002503001111202002000142.6000.00840111 撐筋181000 51004500250300111120200220.5100.0044017加筋 212121807101120200702.1800.136401雙層雙向1底縱 382005100450025030011111、1120200225.2100.04522.9520.37-2.172.444012 底橫38200510045002503001111120200254.6350.04640152上縱2 3820051004500250300111120200225.3300.04640162 上橫23820051004500250300111120200254.6800.046401單層雙向1底縱 38200510045002503001111120200225.2100.04522.9520.37-2.172.444012 底橫38200510045002503001111120200254.6350.12、0464013邊架 3820010004500250300111120162001950221.3300.0120.0044014 中架382009005100250250111120162001800251.1150.0110.0054014 中架382008004500300300111120162001950221.0400.0090.0034013邊架 3820010505100300250111120162001800251.3800.0140.005401雙層單向1底縱 38200150050002503001111120200241.6100.0157.505.88-1.430.13、714012 底橫3820015005000250300111112020075.1350.0144015上縱 3820015005000250300111120162001900241.5000.0140.0074013邊架 382001000150025025011112020071.3300.0044014 中架38200900150025025011112020071.1150.003401第 3 頁(yè)雙層單向1底縱 3820050001500250300111112020075.1100.0147.505.70-1.430.684012 底橫382005000150025030011114、1120200251.6350.0164016 上橫3820050001500250300111120162001900251.5000.0150.0074013邊架 382001000150025030011112020071.3300.0044014 中架38200900150025030011112020071.1150.003401C40 層小計(jì)0.9290.13983.8572.69-9.378.72ASIR工程量計(jì)算表現(xiàn)澆板工程名稱：*C40軸線位置筋號(hào)鋼筋名稱基本參數(shù)分布筋鋼筋計(jì)算結(jié)果現(xiàn)澆板工程量厚砼強(qiáng)度構(gòu)件環(huán)境縱軸橫軸級(jí)別規(guī)格間距縱軸長(zhǎng)度橫軸長(zhǎng)度左右梁寬上下梁寬至邊數(shù)軸數(shù)構(gòu)件層15、數(shù)板厚級(jí)別規(guī)格間距扣減長(zhǎng)度總根數(shù)單根長(zhǎng)度鋼筋重量分布筋重量軸線面積凈面積扣柱梁面抹灰100內(nèi)200內(nèi)300內(nèi)500內(nèi)500上第 4 頁(yè)抗震等級(jí)33333333333333333333333333333第 5 頁(yè)33333抗震等級(jí)第 6 頁(yè)ASIR工程量計(jì)算書框架柱工程名稱：*C 40構(gòu)件名稱筋號(hào)鋼筋名稱鋼筋基本參數(shù)基礎(chǔ)頂層接頭抹灰計(jì)算結(jié)果清單砼計(jì)價(jià)表構(gòu)件環(huán)境級(jí)別根數(shù)規(guī)格柱長(zhǎng)邊寬柱短邊寬箍肢箍筋間距加密基礎(chǔ)高度層高上層梁高上層板厚構(gòu)數(shù)層數(shù)單根長(zhǎng)度總根數(shù)鋼筋重量電渣壓力焊柱頭板砼1.6內(nèi)柱砼2.5內(nèi)柱砼3.6內(nèi)柱砼5.0內(nèi)柱砼5.0外柱砼總抹灰TZ11主 筋3614300200160036005016、01201111114.83860.03512外 箍3830020020060036005001201111111.032220.0090.220.010.213.601小計(jì)0.0440.220.010.213.60第 7 頁(yè)抗震等級(jí)33第 8 頁(yè)ASIR工程量計(jì)算表樓梯斜板AT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號(hào)鋼筋名稱基本參數(shù)分布筋鋼筋計(jì)算結(jié)果工程量抗震等級(jí)級(jí)別規(guī)格間距踏步水平凈長(zhǎng)垂直高度梯板寬度梯井寬度板厚踏步寬踏步高踏步數(shù)踢腳高度構(gòu)件梯數(shù)級(jí)別規(guī)格間距總根數(shù)單根長(zhǎng)度鋼筋重量分布筋重量清單投影面積計(jì)價(jià)投影面積地磚面積扶手長(zhǎng)度單線防滑條踏步角壓銅條砼含量用量調(diào)整1#AT11底筋3121117、026001800125060110260150101501138200133.2990.0380.0083.333.336.173.5412.0013.750.68-0.013標(biāo)準(zhǔn)圖集用2低負(fù)3122202600180012506011026015010150113820071.1900.0070.00233高負(fù)3122202600180012506011026015010150113820071.1540.0070.00231#AT11底筋31211026001800125060110260150101501138200133.2990.0380.0083.333.336.173.541218、.0013.750.68-0.013雙層雙向用 31 負(fù)貫31211026001800125060110260150101501138200133.7990.0440.0083小 計(jì)0.1350.0286.666.6612.347.0824.0027.501.35-0.02注：1梯井寬度200時(shí)不輸入 非標(biāo)準(zhǔn)設(shè)計(jì)需修改負(fù)筋長(zhǎng)度 2梯板側(cè)邊不需要貼地磚踢腳線時(shí)需修改公式第 9 頁(yè)第 10 頁(yè)ASIR工程量計(jì)算表樓梯斜板BT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號(hào)鋼筋名稱基本參數(shù)分布筋鋼筋計(jì)算結(jié)果工程量抗震等級(jí)級(jí)別規(guī)格間距低端平板凈長(zhǎng)踏步水平凈長(zhǎng)垂直高度梯板寬度梯井寬度板厚踏步寬踏步高踏步數(shù)踢腳高19、度構(gòu)件梯數(shù)級(jí)別規(guī)格間距總根數(shù)單根長(zhǎng)度鋼筋重量分布筋重量清單投影面積計(jì)價(jià)投影面積地磚面積扶手長(zhǎng)度單線防滑條踏步角壓銅條砼含量用量調(diào)整1#BT11底筋31010080026001800125060110260150101501138200144.0990.0350.0104.354.357.174.3412.0013.750.79-0.113標(biāo)準(zhǔn)圖集用 21 低負(fù)1 3102008002600180012506011026015010150113820081.0700.0050.004322 低負(fù)2 3102008002600180012506011026015010150113820080.9820、00.00533高負(fù)3102008002600180012506011026015010150113820081.3310.0070.00331#BT11底筋31010080026001800125060110260150101501138200144.0990.0350.0104.354.357.174.3412.0013.750.79-0.113雙層雙向用 21 低負(fù)1 31010080026001800125060110260150101501138200141.0700.009331 負(fù)貫31010080026001800125060110260150101501138200143.621、790.0320.0103小 計(jì)0.1290.0368.708.7014.348.6824.0027.501.58-0.22注：1梯井寬度200時(shí)不輸入 非標(biāo)準(zhǔn)設(shè)計(jì)需修改負(fù)筋長(zhǎng)度 2梯板側(cè)邊不需要貼地磚踢腳線時(shí)需修改公式第 11 頁(yè)第 12 頁(yè)ASIR工程量計(jì)算表樓梯斜板CT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號(hào)鋼筋名稱基本參數(shù)分布筋鋼筋計(jì)算結(jié)果工程量抗震等級(jí)級(jí)別規(guī)格間距高端平板凈長(zhǎng)踏步水平凈長(zhǎng)垂直高度梯板寬度梯井寬度板厚踏步寬踏步高踏步數(shù)踢腳高度構(gòu)件梯數(shù)級(jí)別規(guī)格間距總根數(shù)單根長(zhǎng)度鋼筋重量分布筋重量清單投影面積計(jì)價(jià)投影面積地磚面積扶手長(zhǎng)度單線防滑條踏步角壓銅條砼含量用量調(diào)整1#CT11底筋322、1010080026001800125060110260150101501138200143.5720.0310.0104.354.357.174.3412.0013.750.79-0.113標(biāo)準(zhǔn)圖集用 11 底平31010080026001800125060110260150101501138200130.9500.0080.00432低負(fù)3102008002600180012506011026015010150113820071.3610.00633高負(fù)3102008002600180012506011026015010150113820081.4900.0070.00331#CT11底筋23、31010080026001800125060110260150101501138200143.5720.0310.0104.354.357.174.3412.0013.750.79-0.11311 底平31010080026001800125060110260150101501138200130.9500.0080.0043雙層雙向用 31 負(fù)貫31010080026001800125060110260150101501138200144.4790.0390.0103小 計(jì)0.1290.0408.708.7014.348.6824.0027.501.58-0.22注：1梯井寬度200時(shí)不輸入24、 非標(biāo)準(zhǔn)設(shè)計(jì)需修改負(fù)筋長(zhǎng)度 2梯板側(cè)邊不需要貼地磚踢腳線時(shí)需修改公式第 13 頁(yè)第 14 頁(yè)ASIR工程量計(jì)算表樓梯斜板DT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號(hào)鋼筋名稱基本參數(shù)分布筋鋼筋計(jì)算結(jié)果工程量抗震等級(jí)級(jí)別規(guī)格間距低端平板凈長(zhǎng)踏步水平凈長(zhǎng)高端平板凈長(zhǎng)垂直高度梯板寬度梯井寬度板厚踏步寬踏步高踏步數(shù)踢腳高度構(gòu)件梯數(shù)級(jí)別規(guī)格間距總根數(shù)單根長(zhǎng)度鋼筋重量分布筋重量清單投影面積計(jì)價(jià)投影面積地磚面積扶手長(zhǎng)度單線防滑條踏步角壓銅條砼含量用量調(diào)整1#DT11底筋31211020026008001800125060110260150101501138200133.9720.0460.0094.614.625、17.574.5412.0013.750.82-0.133標(biāo)準(zhǔn)圖集用 11 底平31211020026008001800125060110260150101501138200131.0100.012321 低負(fù)1 3122202002600800180012506011026015010150113820071.7230.011322 低負(fù)2 3122202002600800180012506011026015010150113820071.4790.0090.00333高負(fù)3122202002600800180012506011026015010150113820071.5440.0100.26、00331#DT11底筋31211020026008001800125060110260150101501138200133.9720.0460.0094.614.617.574.5412.0013.750.82-0.133雙層雙向用 11 底平31211020026008001800125060110260150101501138200131.0100.012321 低負(fù)1 3122202002600800180012506011026015010150113820071.7230.011331 負(fù)貫312110200260080018001250601102601501015011382027、0134.5620.0530.0093小 計(jì)0.2080.0349.229.2215.149.0824.0027.501.63-0.27注：1梯井寬度200時(shí)不輸入 非標(biāo)準(zhǔn)設(shè)計(jì)需修改負(fù)筋長(zhǎng)度 2梯板側(cè)邊不需要貼地磚踢腳線時(shí)需修改公式第 15 頁(yè)第 16 頁(yè)ASIR工程量計(jì)算表樓梯匯總工程名稱：*C40序號(hào)名稱計(jì)算結(jié)果I級(jí)鋼筋明細(xì)表鋼筋重量梯柱電渣壓力接頭清單投影面積計(jì)價(jià)投影面積樓梯地磚面積扶手板凈面積扣梁側(cè)抹灰板體積柱體積柱抹灰圈梁砼含量用量調(diào)整單線防滑條踏步角壓銅條I6I8I10I12I14I16I181梯梁0.1040.470.470.470.170.120.020.0132休息平臺(tái)0.128、3112.0012.0015.181.22-1.250.0103樓層板1.06872.69-9.378.720.1540.0044梯柱0.0440.213.605梯斜板AT板0.1636.666.6612.347.081.35-0.0224.0027.506梯斜板BT板0.1658.708.7014.348.681.58-0.2224.0027.507梯斜板CT板0.1698.708.7014.348.681.58-0.2224.0027.508梯斜板DT板0.2429.229.2215.149.081.63-0.2724.0027.50合計(jì)2.08645.7545.7571.8133.54729、2.69-9.378.720.213.600.177.48-1.9496.00110.000.1640.017注：1.扶手長(zhǎng)度需另加(梯板寬度*樓梯個(gè)數(shù))2.裝飾情況不同時(shí)需分別計(jì)算I6I8I10I12I14I16I18II級(jí)鋼筋明細(xì)表III級(jí)鋼筋明細(xì)表I20I22I25I28I32II6II8II10II12II14II16II18II20II22II25II28II32III6III8III10III12III14III16III18III20III220.0080.0210.0630.1210.1360.7740.0090.0350.0280.1350.0360.1290.0400.1290.0340.2080.1361.0430.2570.3430.0430.0210.063I20I22I25I28I32II6II8II10II12II14II16II18II20II22II25II28II32III6III8III10III12III14III16III18III20III22III25III28III32III25III28III32