1、ASIR工程量計算書樓梯梁工程名稱：*C40樓梯名稱構(gòu)件名稱墻內(nèi)筋號基本參數(shù)梯平板厚鋼筋計算結(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)境抗震等級鋼筋名稱級別根數(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 梁高中支座長附箍構(gòu)數(shù)梯數(shù)單根長度總根數(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 321826001201201111003.11620.012135

2、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1826001201202002200350111001.132130.006

3、0.1713 合 計0.1040.470.470.170.120.02第 1 頁ASIR工程量計算表樓梯休息平臺板工程名稱：*C40軸線位置筋號鋼筋名稱基本參數(shù)分布筋鋼筋計算結(jié)果工程量抗震等級縱軸橫軸級別規(guī)格間距樓梯寬度平臺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別規(guī)格間距扣減長度總根數(shù)單根長度鋼筋重量分布筋重量平臺投影面積地磚面積平臺砼含量用量調(diào)整雙層雙向1底縱 38200260014502002002111200 150 10020072.7700.0083.003.800.30-0.3132 底橫38200260014502002002111200 150 100

4、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 10016200100070

5、.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3820026001450200200

6、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3820026001450200200211

7、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0.1210.01012.0015.181.22-1.25第 2 頁ASIR工程量計算表現(xiàn)澆板工程名稱：*C40軸線位置筋號鋼筋名稱基本參數(shù)分布筋鋼筋計算結(jié)果現(xiàn)澆板工程量厚砼強(qiáng)度構(gòu)件環(huán)境縱軸橫軸級別規(guī)格間

8、距縱軸長度橫軸長度左右梁寬上下梁寬至邊數(shù)軸數(shù)構(gòu)件層數(shù)板厚級別規(guī)格間距扣減長度總根數(shù)單根長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382001000510025030011112016200

9、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 3820051004500250300111120162002000

10、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 3820051004500250300111

11、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 頁雙層單向1底縱 3820050001500250300111112020075.1100.0147.505.70-1.430.684012 底橫3820050001500250300111

14、1120200251.6350.0164016 上橫3820050001500250300111120162001900251.5000.0150.0074013邊架 382001000150025030011112020071.3300.0044014 中架38200900150025030011112020071.1150.003401C40 層小計0.9290.13983.8572.69-9.378.72ASIR工程量計算表現(xiàn)澆板工程名稱：*C40軸線位置筋號鋼筋名稱基本參數(shù)分布筋鋼筋計算結(jié)果現(xiàn)澆板工程量厚砼強(qiáng)度構(gòu)件環(huán)境縱軸橫軸級別規(guī)格間距縱軸長度橫軸長度左右梁寬上下梁寬至邊數(shù)軸數(shù)構(gòu)件層

15、數(shù)板厚級別規(guī)格間距扣減長度總根數(shù)單根長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 頁抗震等級33333333333333333333333333333第 5 頁33333抗震等級第 6 頁ASIR工程量計算書框架柱工程名稱：*C 40構(gòu)件名稱筋號鋼筋名稱鋼筋基本參數(shù)基礎(chǔ)頂層接頭抹灰計算結(jié)果清單砼計價表構(gòu)件環(huán)境級別根數(shù)規(guī)格柱長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36143002001600360050

16、01201111114.83860.03512外 箍3830020020060036005001201111111.032220.0090.220.010.213.601小計0.0440.220.010.213.60第 7 頁抗震等級33第 8 頁ASIR工程量計算表樓梯斜板AT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號鋼筋名稱基本參數(shù)分布筋鋼筋計算結(jié)果工程量抗震等級級別規(guī)格間距踏步水平凈長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)級別規(guī)格間距總根數(shù)單根長度鋼筋重量分布筋重量清單投影面積計價投影面積地磚面積扶手長度單線防滑條踏步角壓銅條砼含量用量調(diào)整1#AT11底筋31211

17、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31211026001800125060110260150101501138200133.2990.0380.0083.333.336.173.5412

18、.0013.750.68-0.013雙層雙向用 31 負(fù)貫31211026001800125060110260150101501138200133.7990.0440.0083小 計0.1350.0286.666.6612.347.0824.0027.501.35-0.02注：1梯井寬度200時不輸入 非標(biāo)準(zhǔn)設(shè)計需修改負(fù)筋長度 2梯板側(cè)邊不需要貼地磚踢腳線時需修改公式第 9 頁第 10 頁ASIR工程量計算表樓梯斜板BT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號鋼筋名稱基本參數(shù)分布筋鋼筋計算結(jié)果工程量抗震等級級別規(guī)格間距低端平板凈長踏步水平凈長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)級別規(guī)格間距總根數(shù)單根長度鋼筋重量分布筋重量清單投影面積計價投影面積地磚面積扶手長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 3102008002600180012506011026015010150113820080.98

20、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31010080026001800125060110260150101501138200143.6

21、790.0320.0103小 計0.1290.0368.708.7014.348.6824.0027.501.58-0.22注：1梯井寬度200時不輸入 非標(biāo)準(zhǔn)設(shè)計需修改負(fù)筋長度 2梯板側(cè)邊不需要貼地磚踢腳線時需修改公式第 11 頁第 12 頁ASIR工程量計算表樓梯斜板CT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號鋼筋名稱基本參數(shù)分布筋鋼筋計算結(jié)果工程量抗震等級級別規(guī)格間距高端平板凈長踏步水平凈長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)級別規(guī)格間距總根數(shù)單根長度鋼筋重量分布筋重量清單投影面積計價投影面積地磚面積扶手長度單線防滑條踏步角壓銅條砼含量用量調(diào)整1#CT11底筋3

22、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0.1290.0408.708.7014.348.6824.0027.501.58-0.22注：1梯井寬度200時不輸入

24、 非標(biāo)準(zhǔn)設(shè)計需修改負(fù)筋長度 2梯板側(cè)邊不需要貼地磚踢腳線時需修改公式第 13 頁第 14 頁ASIR工程量計算表樓梯斜板DT板工程名稱：*C40樓梯名稱構(gòu)件名稱筋號鋼筋名稱基本參數(shù)分布筋鋼筋計算結(jié)果工程量抗震等級級別規(guī)格間距低端平板凈長踏步水平凈長高端平板凈長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)級別規(guī)格間距總根數(shù)單根長度鋼筋重量分布筋重量清單投影面積計價投影面積地磚面積扶手長度單線防滑條踏步角壓銅條砼含量用量調(diào)整1#DT11底筋31211020026008001800125060110260150101501138200133.9720.0460.0094.614.6

25、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3121102002600800180012506011026015010150113820

27、0134.5620.0530.0093小 計0.2080.0349.229.2215.149.0824.0027.501.63-0.27注：1梯井寬度200時不輸入 非標(biāo)準(zhǔn)設(shè)計需修改負(fù)筋長度 2梯板側(cè)邊不需要貼地磚踢腳線時需修改公式第 15 頁第 16 頁ASIR工程量計算表樓梯匯總工程名稱：*C40序號名稱計算結(jié)果I級鋼筋明細(xì)表鋼筋重量梯柱電渣壓力接頭清單投影面積計價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0.1

28、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2.08645.7545.7571.8133.547

29、2.69-9.378.720.213.600.177.48-1.9496.00110.000.1640.017注：1.扶手長度需另加(梯板寬度*樓梯個數(shù))2.裝飾情況不同時需分別計算I6I8I10I12I14I16I18II級鋼筋明細(xì)表III級鋼筋明細(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