磚砌體工程量計(jì)算表(很實(shí)用)_第1頁(yè)
磚砌體工程量計(jì)算表(很實(shí)用)_第2頁(yè)
磚砌體工程量計(jì)算表(很實(shí)用)_第3頁(yè)
磚砌體工程量計(jì)算表(很實(shí)用)_第4頁(yè)
磚砌體工程量計(jì)算表(很實(shí)用)_第5頁(yè)
已閱讀5頁(yè)，還剩47頁(yè)未讀， 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說(shuō)明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

1、磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表序序號(hào)號(hào)圖圖紙紙部部位位墻墻體體識(shí)識(shí)別別編編號(hào)號(hào)（軸軸線線）墻墻厚厚墻墻長(zhǎng)長(zhǎng)（計(jì)計(jì)算算基基數(shù)數(shù)：外外墻墻按按中中心心線線，內(nèi)內(nèi)墻墻按按凈凈長(zhǎng)長(zhǎng)線線）結(jié)結(jié)構(gòu)構(gòu)標(biāo)標(biāo)高高外外墻墻=6=6，內(nèi)內(nèi)墻墻=7=7構(gòu)構(gòu)造造柱柱向向下下延延伸伸（一一）結(jié)結(jié)施施-06-06，建建施施-03-03首首層層2廚房635G0.372.200.50735G0.371.100.50735G0.370.000.5029臥室(端部)623F0.372.830.5029臥室(單元之間)6910F0.372.960.5029臥室(端部)623B0.37

2、3.230.5030臥室（單元之間）6810B0.373.360.5029客廳746B0.373.660.5030衛(wèi)生間6CE10.373.560.5029臥室6BF20.378.480.50307CE20.370.000.50（二二）結(jié)結(jié)施施-07-07，建建施施-04-04二二層層2廚房635G0.372.20735G0.371.10735G0.370.0029臥室(端部)623F0.372.8329臥室(單元之間)6910F0.372.9629臥室(端部)624B0.373.2330臥室（單元之間）6810B0.373.3629客廳746B0.373.6630衛(wèi)生間6CE10.373.5

3、629臥室6BF20.378.48307CE20.370.00（三三）結(jié)結(jié)施施-07-07，建建施施-05-05三三層層2廚房635G0.372.20639G0.374.5029臥室(端部)623F0.372.8329臥室(單元之間)6910F0.372.9629臥室(端部)623B0.373.2330臥室（單元之間）6810B0.373.3629客廳746B0.373.6630衛(wèi)生間6CE10.373.5629臥室6BF20.378.48307CE20.370.00（四四）結(jié)結(jié)施施-08-08，建建施施-05-05四四層層2廚房635G0.372.20639G0.374.5029臥室(端部)

4、623F0.372.8329臥室(單元之間)6910F0.372.9629臥室(端部)623B0.373.2330臥室（單元之間）6810B0.373.3629客廳746B0.373.6630衛(wèi)生間6CE10.373.5629臥室6BF20.378.48307CE20.370.00（五五）結(jié)結(jié)施施-08-08，建建施施-06-06五五層層（標(biāo)標(biāo)高高：11.4711.4714.414.4）2廚房635G0.372.20639G0.374.5029臥室(端部)623F0.372.8329臥室(單元之間)6910F0.372.9629臥室(端部)623B0.373.2330臥室（單元之間）6810B

5、0.373.3629客廳746B0.373.6630衛(wèi)生間6DE10.371.4330衛(wèi)生間6CE20.241.8829臥室6BF20.378.48307CE20.370.00合合計(jì)計(jì)建建筑筑標(biāo)標(biāo)高高墻墻面面高高頂頂板板厚厚（扣扣）凈凈高高本本層層標(biāo)標(biāo)高高上上層層標(biāo)標(biāo)高高層層高高/ /構(gòu)構(gòu)造造柱柱高高室室外外地地坪坪本本層層標(biāo)標(biāo)高高上上層層標(biāo)標(biāo)高高外外墻墻面面內(nèi)內(nèi)墻墻面面0.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.5

6、02.790.113.760.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.502.790.113.760.002.7703.87-0.600.002.903.502.790

7、.113.760.002.7703.87-0.600.002.903.502.790.113.76磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表結(jié)結(jié)構(gòu)構(gòu)標(biāo)標(biāo)高高結(jié)結(jié)施施-06-06，建建施施-03-03首首層層2.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790

8、.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.792.775.6702.902.905.802.902.790.112.795.678.5702.905.808.702.902.790.112.795.678.5702.905.808.702.902.790.112

9、.795.678.5702.905.808.702.902.790.112.79結(jié)結(jié)施施-07-07，建建施施-04-04二二層層結(jié)結(jié)施施-07-07，建建施施-05-05三三層層5.678.5702.905.808.702.902.790.112.795.678.5702.905.808.702.902.790.112.795.678.5702.905.808.702.902.790.112.795.678.5702.905.808.702.902.790.112.795.678.5702.905.808.702.902.790.112.795.678.5702.905.808.702.90

10、2.790.112.795.678.5702.905.808.702.902.790.112.798.5711.4702.908.7011.602.902.790.112.798.5711.4702.908.7011.602.902.790.112.798.5711.4702.908.7011.602.902.790.112.798.5711.4702.908.7011.602.902.790.112.798.5711.4702.908.7011.602.902.790.112.798.5711.4702.908.7011.602.902.790.112.798.5711.4702.908.7

11、011.602.902.790.112.798.5711.4702.908.7011.602.902.790.112.79結(jié)結(jié)施施-08-08，建建施施-05-05四四層層8.5711.4702.908.7011.602.902.790.112.798.5711.4702.908.7011.602.902.790.112.7911.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.

12、9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402.802.800.002.9311.4714.4002.9311.6014.402

13、.802.800.002.93結(jié)結(jié)施施-08-08，建建施施-06-06五五層層（標(biāo)標(biāo)高高：11.4711.4714.414.4）合合計(jì)計(jì)相相同同數(shù)數(shù)量量構(gòu)構(gòu)造造柱柱位位置置識(shí)識(shí)別別截截面面寬寬截截面面高高柱柱高高外外墻墻高高內(nèi)內(nèi)墻墻高高相相同同數(shù)數(shù)量量（個(gè)個(gè)/ /面面墻墻）位位于于單單片片墻墻最最前前端端時(shí)時(shí)=1=1，位位于于L L形形墻墻體體相相交交處處時(shí)時(shí)=2=2，位位于于一一形形墻墻體體相相交交處處時(shí)時(shí)=3=3，位位于于T T形形墻墻體體相相交交處處時(shí)時(shí)=4=4，位位于于十十形形墻墻體體相相交交處處時(shí)時(shí)=5=5820.370.243.873.502.791840.370.243.873

14、.502.791820.370.243.873.502.7912060268220.370.373.873.502.792220.370.373.873.502.792240.370.373.873.502.791磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表結(jié)結(jié)施施-06-06，建建施施-03-03首首層層820.370.242.902.902.791840.370.242.902.902.791820.370.242.902.902.7912060268220.370.372.902.902.792220.370.372.902.902.792240.37

15、0.372.902.902.791820.370.242.902.902.791440.370.242.902.902.79420結(jié)結(jié)施施-07-07，建建施施-04-04二二層層結(jié)結(jié)施施-07-07，建建施施-05-05三三層層60268220.370.372.902.902.792220.370.372.902.902.792240.370.372.902.902.791820.370.242.902.902.791440.370.242.902.902.7942060268220.370.372.902.902.792結(jié)結(jié)施施-08-08，建建施施-05-05四四層層220.370.37

16、2.902.902.792240.370.372.902.902.791820.370.242.932.802.801440.370.242.932.802.8042060268220.370.372.932.802.8012220.370.372.932.802.802240.370.372.932.802.801結(jié)結(jié)施施-08-08，建建施施-06-06五五層層（標(biāo)標(biāo)高高：11.4711.4714.414.4）合合計(jì)計(jì)圈圈梁梁窗窗臺(tái)臺(tái)下下鋼鋼筋筋砼砼帶帶（通通長(zhǎng)長(zhǎng)設(shè)設(shè)置置）門門窗窗洞洞口口截截面面寬寬截截面面高高梁梁長(zhǎng)長(zhǎng)相相同同數(shù)數(shù)量量截截面面寬寬截截面面高高梁梁長(zhǎng)長(zhǎng)相相同同數(shù)數(shù)量量名名稱

17、稱0.370.241.9680.370.061.968M12150.370.240.8680.370.060.8680.370.242.8320.370.062.832C15150.370.242.9660.370.062.966C15150.370.243.2320.370.063.232C18150.370.243.3660.370.063.366C18150.370.243.6680.370.063.668TLM24240.370.242.8220.370.062.822C06150.370.247.7420.370.067.742磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等

18、工工程程量量計(jì)計(jì)算算表表結(jié)結(jié)施施-06-06，建建施施-03-03首首層層0.370.241.9680.370.061.968M12150.370.240.8680.370.060.8680.370.242.8320.370.062.832C15150.370.242.9660.370.062.966C15150.370.243.2320.370.063.232C18150.370.243.3660.370.063.366C18150.370.243.6680.370.063.668TLM24240.370.242.8220.370.062.822C06150.370.247.7420.370

19、.067.7420.370.241.9680.370.061.968M12150.370.243.5440.370.063.544C12150.370.242.8320.370.062.832C1515結(jié)結(jié)施施-07-07，建建施施-04-04二二層層結(jié)結(jié)施施-07-07，建建施施-05-05三三層層0.370.242.9660.370.062.966C15150.370.243.2320.370.063.232C18150.370.243.3660.370.063.366C18150.370.243.6680.370.063.668TLM24240.370.242.8220.370.062.

20、822C06150.370.247.7420.370.067.7420.370.241.9680.370.061.968M12150.370.243.5440.370.063.544C12150.370.242.8320.370.062.832C15150.370.242.9660.370.062.966C15150.370.243.2320.370.063.232C18150.370.243.3660.370.063.366C18150.370.243.6680.370.063.668TLM24240.370.242.8220.370.062.822C0615結(jié)結(jié)施施-08-08，建建施施-

21、05-05四四層層0.370.247.7420.370.067.7420.370.241.9680.370.061.968C12140.370.243.5440.370.063.544C12150.370.242.8320.370.062.832C12140.370.242.9660.370.062.966C12140.370.243.2320.370.063.232C18140.370.243.3660.370.063.366C18140.370.243.6680.370.063.668TLM24240.370.241.0620.370.061.0620.240.241.8820.240.0

22、61.882C06140.370.247.7420.370.067.742結(jié)結(jié)施施-08-08，建建施施-06-06五五層層（標(biāo)標(biāo)高高：11.4711.4714.414.4）合合計(jì)計(jì)過(guò)過(guò)梁梁寬寬高高相相同同數(shù)數(shù)量量面面積積截截面面寬寬截截面面高高B0.9B0.90.90.9B1.5B1.51.51.5B B1.81.81.8B2.71.8B2.71.21.50814.400.370.000.300.000.000.000.000.000.000.000.000.000.000.000.000.000.001.501.5024.500.370.000.300.000.001.501.50613.

23、500.370.000.300.000.001.801.5025.400.370.000.000.000.371.801.50410.800.370.000.000.000.372.402.40846.080.370.000.000.000.370.601.5021.800.370.200.000.000.000.370.000.000.000.000.000.000.000.000.000.00磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表結(jié)結(jié)施施-06-06，建建施施-03-03首首層層門門窗窗洞洞口口1.21.50814.400.370.000.300.

24、000.000.000.000.000.000.000.000.000.000.000.000.000.001.501.5024.500.370.000.300.000.001.501.50613.500.370.000.300.000.001.801.5025.400.370.000.000.000.371.801.50410.800.370.000.000.000.372.402.40846.080.370.000.000.000.370.601.5021.800.370.200.000.000.000.370.000.000.000.000.000.000.000.000.000.001

25、.21.50814.400.370.000.300.000.001.201.5047.200.370.000.300.000.001.501.5024.500.370.000.300.000.00結(jié)結(jié)施施-07-07，建建施施-04-04二二層層結(jié)結(jié)施施-07-07，建建施施-05-05三三層層1.501.50613.500.370.000.300.000.001.801.5025.400.370.000.000.000.371.801.50410.800.370.000.000.000.372.402.40846.080.370.000.000.000.370.601.5021.800.37

26、0.200.000.000.000.370.000.000.000.000.000.000.000.000.000.001.21.50814.400.370.000.300.000.001.201.5047.200.370.000.300.000.001.501.5024.500.370.000.300.000.001.501.50613.500.370.000.300.000.001.801.5025.400.370.000.000.000.371.801.50410.800.370.000.000.000.372.402.40846.080.370.000.000.000.370.601.

27、5021.800.370.200.000.000.00結(jié)結(jié)施施-08-08，建建施施-05-05四四層層0.370.000.000.000.000.000.000.000.000.000.001.21.40813.440.370.000.300.000.001.201.5047.200.370.000.300.000.001.21.4023.360.370.000.300.000.001.21.40610.080.370.000.300.000.001.801.5025.400.370.000.000.000.371.801.50410.800.370.000.000.000.372.402.

28、40846.080.370.000.000.000.370.000.370.000.000.000.000.601.4021.680.240.200.000.000.000.370.000.000.000.000.000.000.000.000.000.00結(jié)結(jié)施施-08-08，建建施施-06-06五五層層（標(biāo)標(biāo)高高：11.4711.4714.414.4）合合計(jì)計(jì)鋼鋼筋筋混混凝凝土土窗窗臺(tái)臺(tái)構(gòu)構(gòu)造造柱柱（所所有有外外露露面面）梁梁長(zhǎng)長(zhǎng)每每邊邊加加長(zhǎng)長(zhǎng)相相同同數(shù)數(shù)量量截截面面寬寬截截面面高高長(zhǎng)長(zhǎng)每每邊邊加加長(zhǎng)長(zhǎng)相相同同數(shù)數(shù)量量強(qiáng)強(qiáng)度度等等級(jí)級(jí)體體積積C25C2513.5513.551.200.2

29、580.370.151.200.608C252.750.000.0000.370.150.000.600C252.750.000.0000.370.150.000.600C252.751.500.2520.370.151.500.602C250.001.500.2560.370.151.500.606C250.001.800.2520.370.151.800.602C250.001.800.2540.370.151.800.604C250.002.400.2580.370.152.400.608C250.000.600.2520.370.150.600.602C252.120.000.0000

30、.370.150.000.600C252.120.000.0000.370.150.000.600C251.06磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表過(guò)過(guò)梁梁C25C2510.1510.151.200.2580.370.151.200.258C252.060.000.0000.370.150.000.250C252.060.000.0000.370.150.000.250C252.061.500.2520.370.151.500.252C250.001.500.2560.370.151.500.256C250.001.800.2520.370.151.

31、800.252C250.001.800.2540.370.151.800.254C250.002.400.2580.370.152.400.258C250.000.600.2520.370.150.600.252C251.590.000.0000.370.150.000.250C251.590.000.0000.370.150.000.250C250.79C25C2510.1510.151.200.2580.370.151.200.258C252.061.200.2540.370.151.200.254C254.121.500.2520.370.151.500.252C250.001.500.

32、2560.370.151.500.256C250.001.800.2520.370.151.800.252C250.001.800.2540.370.151.800.254C250.002.400.2580.370.152.400.258C250.000.600.2520.370.150.600.252C251.590.000.0000.370.150.000.250C251.590.000.0000.370.150.000.250C250.79C25C2510.1510.151.200.2580.370.151.200.258C252.061.200.2540.370.151.200.254

33、C254.121.500.2520.370.151.500.252C250.001.500.2560.370.151.500.256C250.001.800.2520.370.151.800.252C250.001.800.2540.370.151.800.254C250.002.400.2580.370.152.400.258C250.000.600.2520.370.150.600.252C251.590.000.0000.370.150.000.250C251.590.000.0000.370.150.000.250C250.79C25C259.459.451.200.2580.370.

34、151.200.258C252.081.200.2540.370.151.200.254C254.161.200.2520.370.151.200.252C250.001.200.2560.370.151.200.256C250.001.800.2520.370.151.800.252C250.001.800.2540.370.151.800.254C250.002.400.2580.370.152.400.258C250.000.000.2500.370.150.000.250C250.800.600.2520.240.150.600.252C250.000.000.0000.370.150

35、.000.250C251.600.000.0000.370.150.000.250C250.80C25C2553.4553.45合合計(jì)計(jì)位位于于單單片片墻墻最最前前端端時(shí)時(shí)位位于于L L形形墻墻體體相相交交處處時(shí)時(shí)位位于于一一形形墻墻體體相相交交處處時(shí)時(shí)模模板板面面積積外外墻墻面面積積內(nèi)內(nèi)墻墻面面積積模模板板面面積積外外墻墻面面積積內(nèi)內(nèi)墻墻面面積積模模板板面面積積0.000.000.000.000.000.0060.6860.6841.8041.8018.3518.350.000.000.000.000.0018.8918.890.000.000.000.000.000.000.000.000

36、.000.000.000.0018.890.0018.350.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0011.4611.460.000.000.000.000.0011.4611.460.000.000.000.000.000.000.000.000.00磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表

37、表構(gòu)構(gòu)造造柱柱（所所有有外外露露面面）0.000.000.000.000.000.0045.4745.4731.3231.3213.6213.620.000.000.000.000.0014.1514.150.000.000.000.000.000.000.000.000.000.000.000.0014.150.0013.620.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

38、00.000.000.000.000.008.588.580.000.000.000.000.008.588.580.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0031.3231.3231.3231.320.000.000.000.000.000.000.0014.1514.150.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000

39、.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.008.588.580.000.000.000.000.008.588.580.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0031.3231.3231.3231.320.000.000.000.000.000.000.0014.1514.150.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

40、00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.008.588.580.000.000.000.000.008.588.580.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0027.3127.3127.3127.310.000.000.000.000.000.000.0014.3014.300.000.000.000.000.000.000.000.000.000.000

41、.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.004.344.340.000.000.000.000.000.000.000.000.000.000.000.008.678.670.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00196.10196.10163.06163.0631.96

42、31.960.000.00位位于于T T形形墻墻體體相相交交處處時(shí)時(shí)位位于于十十形形墻墻體體相相交交處處( (兩兩墻墻尺尺寸寸相相同同時(shí)時(shí)為為0)0)外外墻墻面面積積內(nèi)內(nèi)墻墻面面積積模模板板面面積積外外墻墻面面積積內(nèi)內(nèi)墻墻面面積積模模板板面面積積外外墻墻面面積積0.000.000.000.0011.3011.300.000.0011.0911.090.000.000.000.000.000.000.000.000.000.000.000.000.007.430.007.220.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000

43、.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.003.870.003.870.000.00磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表構(gòu)構(gòu)造造柱柱（所所有有外外露露面面）位位于于一一形形墻墻體體相相交交處處時(shí)時(shí)0.000.000.000.008.478.4

44、70.000.008.158.150.000.000.000.000.000.000.000.000.000.000.000.000.005.570.005.360.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

45、00.000.000.000.000.002.900.002.790.000.000.000.000.000.0014.0414.0411.1411.142.792.790.000.000.000.000.000.000.000.000.000.000.000.000.0011.1411.140.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000

46、.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.002.900.002.790.000.000.000.000.000.0014.0414.0411.1411.142.792.790.000.000.000.000.000.000.000.000.000.000.000.000.0011.1411.140.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

47、00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.002.900.002.790.000.000.000.000.000.0014.1814.1811.2511.252.932.930.000.000.000.000.000.000.000.000.000.000.000.000.0011.2511.250.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000

48、.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.002.930.002.930.000.000.000.000.000.0062.0262.0233.5233.5227.7527.750.000.000.000.00圈圈梁梁構(gòu)構(gòu)造造柱柱合合計(jì)計(jì)強(qiáng)強(qiáng)度度等等級(jí)級(jí)體體積積模模板板面面積積（兩兩側(cè)側(cè)）內(nèi)內(nèi)墻

49、墻面面積積模模板板面面積積外外墻墻面面積積內(nèi)內(nèi)墻墻面面積積合合計(jì)計(jì)0.000.0071.9871.9841.8041.8029.4429.44C25C2510.9210.920.000.000.000.00C251.390.000.000.000.00C250.610.000.000.000.00C250.000.000.000.000.00C250.500.000.000.000.00C251.580.000.000.000.00C250.570.000.000.000.00C251.790.000.000.000.00C252.600.000.000.000.00C250.500.000.

50、000.000.00C251.370.000.000.000.00C250.00磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表構(gòu)構(gòu)造造柱柱（所所有有外外露露面面）位位于于十十形形墻墻體體相相交交處處( (兩兩墻墻尺尺寸寸相相同同時(shí)時(shí)為為0)0)0.000.0053.9453.9431.3231.3221.7621.76C25C2510.9210.920.000.000.000.00C251.390.000.000.000.00C250.610.000.000.000.00C250.000.000.000.000.00C250.500.000.000.000.0

51、0C251.580.000.000.000.00C250.570.000.000.000.00C251.790.000.000.000.00C252.600.000.000.000.00C250.500.000.000.000.00C251.370.000.000.000.00C250.000.000.0045.3645.3642.4642.462.792.79C25C2511.5711.570.000.000.000.00C251.390.000.000.000.00C251.260.000.000.000.00C250.500.000.000.000.00C251.580.000.000.

52、000.00C250.570.000.000.000.00C251.790.000.000.000.00C252.600.000.000.000.00C250.500.000.000.000.00C251.370.000.000.000.00C250.000.000.0045.3645.3642.4642.462.792.79C25C2511.5711.570.000.000.000.00C251.390.000.000.000.00C251.260.000.000.000.00C250.500.000.000.000.00C251.580.000.000.000.00C250.570.000

53、.000.000.00C251.790.000.000.000.00C252.600.000.000.000.00C250.500.000.000.000.00C251.370.000.000.000.00C250.000.000.0041.4941.4938.5638.562.932.93C25C2511.4711.470.000.000.000.00C26C261.390.000.000.000.00C27C271.260.000.000.000.00C28C280.500.000.000.000.00C29C291.580.000.000.000.00C39C390.570.000.00

54、0.000.00C40C401.790.000.000.000.00C41C412.600.000.000.000.00C42C420.190.000.000.000.00C43C430.220.000.000.000.00C44C441.370.000.000.000.00C45C450.000.000.00258.12258.12196.59196.5959.7159.71C25C2556.4656.46235.68235.68窗窗臺(tái)臺(tái)下下鋼鋼筋筋砼砼帶帶（通通長(zhǎng)長(zhǎng)）（兩兩側(cè)側(cè)）抹抹灰灰面面積積（兩兩側(cè)側(cè)）強(qiáng)強(qiáng)度度等等級(jí)級(jí)體體積積模模板板面面積積外外墻墻梁梁內(nèi)內(nèi)墻墻梁梁外外墻墻梁梁內(nèi)內(nèi)墻墻

55、梁梁32.1332.139.409.4032.1332.139.409.40C25C252.732.735.800.005.800.00C250.350.001.790.001.79C250.150.000.000.000.00C250.002.090.002.090.00C250.136.570.006.570.00C250.392.390.002.390.00C250.147.460.007.460.00C250.450.007.610.007.61C250.652.090.002.090.00C250.135.730.005.730.00C250.340.000.000.000.00C2

56、50.00磚磚墻墻、構(gòu)構(gòu)造造柱柱、圈圈梁梁、門門窗窗、過(guò)過(guò)梁梁等等工工程程量量計(jì)計(jì)算算表表圈圈梁梁模模板板面面積積（兩兩側(cè)側(cè)）32.1332.139.409.4032.1332.139.409.40C25C255.800.005.800.00C250.350.001.790.001.79C250.150.000.000.000.00C250.002.090.002.090.00C250.136.570.006.570.00C250.392.390.002.390.00C250.147.460.007.460.00C250.450.007.610.007.61C250.652.090.002.0

57、90.00C250.135.730.005.730.00C250.340.000.000.000.00C250.0037.3737.377.617.6137.3737.377.617.61C25C255.800.005.800.00C250.355.240.005.240.00C250.312.090.002.090.00C250.136.570.006.570.00C250.392.390.002.390.00C250.147.460.007.460.00C250.450.007.610.007.61C250.652.090.002.090.00C250.135.730.005.730.00

58、C250.340.000.000.000.00C250.0037.3737.377.617.6137.3737.377.617.61C25C255.800.005.800.00C250.355.240.005.240.00C250.312.090.002.090.00C250.136.570.006.570.00C250.392.390.002.390.00C250.147.460.007.460.00C250.450.007.610.007.61C250.652.090.002.090.00C250.135.730.005.730.00C250.340.000.000.000.00C250.

59、0048.6048.6014.0514.0548.6048.6014.0514.05C25C252.872.877.530.007.530.00C26C260.356.800.006.800.00C27C270.312.720.002.720.00C28C280.138.520.008.520.00C29C290.393.100.003.100.00C39C390.149.680.009.680.00C40C400.450.0014.050.0014.05C41C410.651.020.001.020.00C42C420.051.800.001.800.00C43C430.057.430.00

60、7.430.00C44C440.340.000.000.000.00C45C450.00187.60187.6048.0848.08187.60187.6048.0848.08C25C255.605.6030.4230.42過(guò)過(guò)梁梁抹抹灰灰面面積積強(qiáng)強(qiáng)度度等等級(jí)級(jí)體體積積模模板板面面積積（兩兩側(cè)側(cè)）外外墻墻梁梁內(nèi)內(nèi)墻墻梁梁外外墻墻梁梁內(nèi)內(nèi)墻墻梁梁10.4210.424.344.3410.4210.424.344.34C25C258.518.5160.3760.371.880.001.880.00C251.5110.510.000.830.000.83C250.000.000.000.000.0

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽，若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間，僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯，并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請(qǐng)與我們聯(lián)系，我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論