砖砌体工程量计算表(很实用).xls

1、砖砖墙墙、构构造造柱柱、圈圈梁梁、门门窗窗、过过梁梁等等工工程程量量计计算算表表序序号号图图纸纸部部位位墙墙体体识识别别编编号号（轴轴线线）墙墙厚厚墙墙长长（计计算算基基数数：外外墙墙按按中中心心线线，内内墙墙按按净净长长线线）外外墙墙=6=6，内内墙墙=7=7（一一）结结施施-06-06，建建施施-03-03首首层层2厨房635G0.372.20735G0.371.10735G0.370.0029卧室(端部)623F0.372.8329卧室(单元之间)6910F0.372.9629卧室(端部)623B0.373.2330卧室（单元之间）6810B0.373.3629客厅746B0.373.6

2、630卫生间6CE10.373.5629卧室6BF20.378.48307CE20.370.00（二二）结结施施-07-07，建建施施-04-04二二层层2厨房635G0.372.20735G0.371.10735G0.370.0029卧室(端部)623F0.372.8329卧室(单元之间)6910F0.372.9629卧室(端部)624B0.373.2330卧室（单元之间）6810B0.373.3629客厅746B0.373.6630卫生间6CE10.373.5629卧室6BF20.378.48307CE20.370.00（三三）结结施施-07-07，建建施施-05-05三三层层2厨房635

3、G0.372.20639G0.374.50卧室29卧室(端部)623F0.372.8329卧室(单元之间)6910F0.372.9629卧室(端部)623B0.373.2330卧室（单元之间）6810B0.373.3629客厅746B0.373.6630卫生间6CE10.373.5629卧室6BF20.378.48307CE20.370.00（四四）结结施施-08-08，建建施施-05-05四四层层2厨房635G0.372.20639G0.374.5029卧室(端部)623F0.372.8329卧室(单元之间)6910F0.372.9629卧室(端部)623B0.373.2330卧室（单元之间

4、）6810B0.373.3629客厅746B0.373.6630卫生间6CE10.373.5629卧室6BF20.378.48307CE20.370.00（五五）结结施施-08-08，建建施施-06-06五五层层（标标高高：11.4711.4714.414.4）2厨房635G0.372.20639G0.374.5029卧室(端部)623F0.372.8329卧室(单元之间)6910F0.372.9629卧室(端部)623B0.373.2330卧室（单元之间）6810B0.373.3629客厅746B0.373.6630卫生间6DE10.371.4330卫生间6CE20.241.8829卧室6B

5、F20.378.48307CE20.370.00合合计计卧室结结构构标标高高建建筑筑标标高高墙墙面面高高构构造造柱柱向向下下延延伸伸本本层层标标高高上上层层标标高高层层高高/构构造造柱柱高高室室外外地地坪坪本本层层标标高高上上层层标标高高外外墙墙面面内内墙墙面面0.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87

6、-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.790.500.002.7703.87-0.600.002.903.502.792.775.6702.902.905.802.902.792.775.6702.902.905.802

7、.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.792.775.6702.902.905.802.902.795.678.5702.905.808.702.902.795.6

8、78.5702.905.808.702.902.795.678.5702.905.808.702.902.795.678.5702.905.808.702.902.795.678.5702.905.808.702.902.795.678.5702.905.808.702.902.795.678.5702.905.808.702.902.795.678.5702.905.808.702.902.795.678.5702.905.808.702.902.795.678.5702.905.808.702.902.798.5711.4702.908.7011.602.902.798.5711.4702

9、.908.7011.602.902.798.5711.4702.908.7011.602.902.798.5711.4702.908.7011.602.902.798.5711.4702.908.7011.602.902.798.5711.4702.908.7011.602.902.798.5711.4702.908.7011.602.902.798.5711.4702.908.7011.602.902.798.5711.4702.908.7011.602.902.798.5711.4702.908.7011.602.902.7911.4714.4002.9311.6014.402.802.8

10、011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011.4714.4002.9311.6014.402.802.8011

11、.4714.4002.9311.6014.402.802.80顶顶板板厚厚（扣扣）净净高高相相同同数数量量构构造造柱柱位位置置识识别别截截面面宽宽截截面面高高柱柱高高外外墙墙高高位位于于单单片片墙墙最最前前端端时时=1=1，位位于于L L形形墙墙体体相相交交处处时时=2=2，位位于于一一形形墙墙体体相相交交处处时时=3=3，位位于于T T形形墙墙体体相相交交处处时时=4=4，位位于于十十形形墙墙体体相相交交处处时时=5=50.113.76820.370.243.873.500.113.76840.370.243.873.500.113.76820.370.243.873.500.113.762

12、00.113.76600.113.7620.113.7660.113.7680.113.76220.370.373.873.500.113.76220.370.373.873.500.113.76240.370.373.873.500.112.79820.370.242.902.900.112.79840.370.242.902.900.112.79820.370.242.902.900.112.79200.112.79600.112.7920.112.7960.112.7980.112.79220.370.372.902.900.112.79220.370.372.902.900.112.7

13、9240.370.372.902.900.112.79820.370.242.902.900.112.79440.370.242.902.900.112.79200.112.79600.112.7920.112.7960.112.7980.112.79220.370.372.902.900.112.79220.370.372.902.900.112.79240.370.372.902.900.112.79820.370.242.902.900.112.79440.370.242.902.900.112.79200.112.79600.112.7920.112.7960.112.7980.112

14、.79220.370.372.902.900.112.79220.370.372.902.900.112.79240.370.372.902.900.002.93820.370.242.932.800.002.93440.370.242.932.800.002.93200.002.93600.002.9320.002.9360.002.9380.002.93220.370.372.932.800.002.9320.002.93220.370.372.932.800.002.93240.370.372.932.80合合计计圈圈梁梁窗窗台台下下钢钢筋筋砼砼带带（通通长长设设置置）内内墙墙高高相相同

15、同数数量量（个个/面面墙墙）截截面面宽宽截截面面高高梁梁长长相相同同数数量量截截面面宽宽截截面面高高梁梁长长2.7910.370.241.9680.370.061.962.7910.370.240.8680.370.060.862.7910.370.242.8320.370.062.830.370.242.9660.370.062.960.370.243.2320.370.063.230.370.243.3660.370.063.360.370.243.6680.370.063.662.7920.370.242.8220.370.062.822.7920.370.247.7420.370.06

16、7.742.7912.7910.370.241.9680.370.061.962.7910.370.240.8680.370.060.862.7910.370.242.8320.370.062.830.370.242.9660.370.062.960.370.243.2320.370.063.230.370.243.3660.370.063.360.370.243.6680.370.063.662.7920.370.242.8220.370.062.822.7920.370.247.7420.370.067.742.7912.7910.370.241.9680.370.061.962.7940.370.243.5440.370.063.540.370.242.8320.370.062.830.370.242.9660.370.062.960.370.243.2320.370.063.230.370.243.3660.370.063.360.370.243.6680.370.063.662.7920.370.242.8220.370.062.822.7920.370.247.7420.3