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过梁、圈梁、构造柱工程量


绘图输入构件工程量计算书
工程名称:工程1 首层 一、过梁 1 GL-1 体积 = 1.9841m3 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29)

(30) (31) (32) (33) (34) (35) (36) (37) (38) (39) (40) (41) (42) (43) 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.4)-0.0036<扣构造柱> = 0.03m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.5)-0.0012<扣构造柱> = 0.0348m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5)-0.0036<扣构造柱> = 0.0324m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9)-0.0096<扣构造柱> = 0.06m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 第 1 页 共 27 页 清单工程量 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) (56) (57) (58) (59) (60) (61) (62) (63) (64) (65) (66) (67) (68) (69) (70) (71) (72) (73) (74) (75) (76) (77) (78) 二、圈梁 1 圈梁 体积 = 2.118m3 (1) (2) (3) (4) (5) (6) (7) (8) 三、构造柱 第 2 页 共 27 页 体积 = (0.2*0.3*4.35) = 0.261m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.35) = 0.261m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.5) = 0.27m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.5) = 0.27m3 清单工程量 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.8)-0.0336<扣梁>-0.0048<扣构造柱> = 0.0288m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0336<扣梁>-0.0048<扣构造柱> = 0.0288m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.799)-0.0336<扣梁>-0.0048<扣构造柱> = 0.0288m3 体积 = (0.024*2.799)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0336<扣梁>-0.0048<扣构造柱> = 0.0288m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0336<扣梁>-0.0048<扣构造柱> = 0.0288m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0336<扣梁>-0.0048<扣构造柱> = 0.0288m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0336<扣梁>-0.0024<扣构造柱> = 0.0312m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.002<扣构造柱> = 0.026m3 体积 = (0.024*2.8)-0.0336<扣梁>-0.0048<扣构造柱> = 0.0288m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0588<扣梁> = 0m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0343<扣梁>-0.002<扣构造柱> = 0.0225m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.002<扣构造柱> = 0.024m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.0016<扣构造柱> = 0.0244m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0343<扣梁>-0.002<扣构造柱> = 0.0225m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0588<扣梁> = 0m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.002<扣构造柱> = 0.024m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.0015<扣构造柱> = 0.0245m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*5) = 0.12m3 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 1 GZ-1 体积 = 30.2892m3 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (31) 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.0035<马牙槎体积扣圈梁>-0.062<扣梁>0.006<扣圈梁> = 0.2486m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.062<扣梁> = 0.2371m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.0027<马牙槎体积扣圈梁>-0.062<扣梁>0.006<扣圈梁> = 0.2284m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 6*(0.2*0.2)+0.0594<加马牙槎>-0.048<扣梁> = 0.2514m3 体积 = 6*(0.2*0.2)+0.0843<加马牙槎>-0.048<扣梁> = 0.2763m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.1029<加马牙槎> = 0.3429m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0669<加马牙槎> = 0.3069m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 清单工程量 编制日期:2016-02-26

第 3 页 共 27 页

绘图输入构件工程量计算书
工程名称:工程1 (32) (33) (34) (35) (36) (37) (38) (39) (40) (41) (42) (43) (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) (56) (57) (58) (59) (60) (61) (62) (63) 清单工程量 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.0623<加马牙槎> = 0.3023m3 体积 = 6*(0.2*0.2)+0.0384<加马牙槎>-0.048<扣梁> = 0.2304m3 体积 = 6*(0.2*0.2)+0.072<加马牙槎> = 0.312m3 体积 = 6*(0.2*0.2)+0.0987<加马牙槎> = 0.3387m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.062<扣梁> = 0.2371m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.0032<马牙槎体积扣圈梁>-0.062<扣梁>0.012<扣圈梁> = 0.2219m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.0046<马牙槎体积扣圈梁>-0.062<扣梁>0.012<扣圈梁> = 0.2415m3 体积 = 6*(0.2*0.2)+0.0618<加马牙槎>-0.034<扣梁> = 0.2678m3 体积 = 6*(0.2*0.2)+0.0927<加马牙槎>-0.034<扣梁> = 0.2987m3 体积 = 6*(0.2*0.2)+0.093<加马牙槎>-0.0042<马牙槎体积扣圈梁>-0.034<扣梁>0.0113<扣圈梁> = 0.2835m3 体积 = 6*(0.2*0.2)+0.1248<加马牙槎>-0.032<扣梁> = 0.3328m3 体积 = 6*(0.2*0.2)+0.0912<加马牙槎>-0.04<扣梁> = 0.2912m3 体积 = 6*(0.2*0.2)+0.1247<加马牙槎>-0.032<扣梁> = 0.3327m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.0032<马牙槎体积扣圈梁>-0.032<扣梁>0.012<扣圈梁> = 0.2865m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0612<加马牙槎>-0.04<扣梁> = 0.2612m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.0912<加马牙槎>-0.04<扣梁> = 0.2912m3 体积 = 6*(0.2*0.2)+0.0612<加马牙槎>-0.04<扣梁> = 0.2612m3 体积 = 6*(0.2*0.2)+0.1248<加马牙槎>-0.032<扣梁> = 0.3328m3 体积 = 6*(0.2*0.2)+0.1248<加马牙槎>-0.032<扣梁> = 0.3328m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.0042<马牙槎体积扣圈梁>-0.032<扣梁>0.0113<扣圈梁> = 0.2861m3 体积 = 6*(0.2*0.2)+0.093<加马牙槎>-0.0042<马牙槎体积扣圈梁>-0.034<扣梁>0.0113<扣圈梁> = 0.2836m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 第 4 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (64) (65) (66) (67) (68) (69) (70) (71) (72) (73) (74) (75) (76) (77) (78) (79) (80) (81) (82) (83) (84) (85) (86) (87) (88) (89) (90) (91) (92) (93) (94) (95) 清单工程量 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.0618<加马牙槎>-0.034<扣梁> = 0.2678m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 5.1*(0.2*0.2)+0.0402<加马牙槎> = 0.2442m3 体积 = 5.1*(0.2*0.2)+0.0402<加马牙槎> = 0.2442m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 第 5 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (96) (97) (98) (99) (100) (101) (102) (103) (104) (105) (106) (107) (108) (109) (110) (111) (112) (113) (114) (115) (116) (117) (118) (119) (120) 第2层 一、过梁 1 GL-1 体积 = 1.9469m3 (1) (2) (3) (4) (5) 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0588<扣梁> = 0m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0343<扣梁>-0.002<扣构造柱> = 0.0225m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.002<扣构造柱> = 0.024m3 清单工程量 编制日期:2016-02-26 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 6*(0.2*0.2)+0.0534<加马牙槎>-0.0018<马牙槎体积扣圈梁>-0.062<扣梁>0.006<扣圈梁> = 0.2236m3 体积 = 6*(0.2*0.2)+0.0534<加马牙槎>-0.062<扣梁> = 0.2314m3 体积 = 6*(0.2*0.2)+0.0576<加马牙槎>-0.048<扣梁> = 0.2496m3 体积 = 6*(0.2*0.2)+0.072<加马牙槎> = 0.312m3 体积 = 6*(0.2*0.2)+0.072<加马牙槎> = 0.312m3 体积 = 6*(0.2*0.2)+0.0618<加马牙槎>-0.0027<马牙槎体积扣圈梁>-0.034<扣梁>0.009<扣圈梁> = 0.2561m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.06<加马牙槎>-0.04<扣梁> = 0.26m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.0036<马牙槎体积扣圈梁>-0.032<扣梁>0.012<扣圈梁> = 0.2548m3 体积 = 6*(0.2*0.2)+0.06<加马牙槎>-0.04<扣梁> = 0.26m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.0027<马牙槎体积扣圈梁>-0.032<扣梁>0.009<扣圈梁> = 0.2587m3 体积 = 6*(0.2*0.2)+0.0618<加马牙槎>-0.0027<马牙槎体积扣圈梁>-0.034<扣梁>0.009<扣圈梁> = 0.2561m3

第 6 页 共 27 页

绘图输入构件工程量计算书
工程名称:工程1 (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (31) (32) (33) (34) (35) (36) 清单工程量 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.0016<扣构造柱> = 0.0244m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0696<扣梁> = 0m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9)-0.0096<扣构造柱> = 0.06m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0672<扣梁> = 0m3 体积 = (0.024*2.799)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.799)-0.0672<扣梁> = 0m3 体积 = (0.024*2.799)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.799)-0.0672<扣梁> = 0m3 体积 = (0.024*2.799)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 第 7 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (37) (38) (39) (40) (41) (42) (43) (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) (56) (57) (58) (59) (60) (61) (62) (63) (64) (65) (66) (67) (68) 清单工程量 体积 = (0.024*2.799)-0.0672<扣梁> = 0m3 体积 = (0.024*2.799)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.799)-0.0672<扣梁> = 0m3 体积 = (0.024*2.799)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.799)-0.0672<扣梁> = 0m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.002<扣构造柱> = 0.026m3 体积 = (0.024*2.8)-0.0672<扣梁> = 0m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0672<扣梁> = 0m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0348<扣梁>-0.0048<扣构造柱> = 0.03m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.0015<扣构造柱> = 0.0245m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.002<扣构造柱> = 0.024m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0588<扣梁> = 0m3 第 8 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (69) (70) (71) (72) (73) (74) (75) (76) (77) (78) (79) (80) (81) (82) (83) (84) 二、圈梁 1 圈梁 体积 = 1.902m3 (1) (2) (3) (4) (5) (6) 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.5) = 0.27m3 体积 = (0.2*0.3*4.5) = 0.27m3 体积 = (0.2*0.3*4.4)-0.108<扣墙洞> = 0.156m3 体积 = (0.2*0.3*4.35)-0.108<扣墙洞> = 0.153m3 体积 = (0.2*0.3*4.4) = 0.264m3 清单工程量 编制日期:2016-02-26 体积 = (0.024*2.6)-0.0036<扣柱>-0.0343<扣梁>-0.002<扣构造柱> = 0.0225m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.4)-0.003<扣构造柱> = 0.0306m3 体积 = (0.024*1.5)-0.0035<扣构造柱> = 0.0325m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5)-0.0011<扣构造柱> = 0.0349m3

第 9 页 共 27 页

绘图输入构件工程量计算书
工程名称:工程1 (7) (8) 三、构造柱 1 GZ-1 体积 = 37.0781m3 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) 体积 = 7*(0.2*0.2)+0.0963<加马牙槎>-0.0139<马牙槎体积扣圈梁>-0.0005<马牙槎体 积扣现浇板>-0.066<扣梁>-0.036<扣圈梁> = 0.2598m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 体积 = 7*(0.2*0.2)+0.1005<加马牙槎>-0.052<扣梁> = 0.3285m3 体积 = 7*(0.2*0.2)+0.0717<加马牙槎>-0.066<扣梁> = 0.2857m3 体积 = 7*(0.2*0.2)+0.1488<加马牙槎>-0.032<扣梁> = 0.3968m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 体积 = 7*(0.2*0.2)+0.0717<加马牙槎>-0.011<马牙槎体积扣圈梁>-0.066<扣梁>0.036<扣圈梁> = 0.2387m3 体积 = 7*(0.2*0.2)+0.1116<加马牙槎>-0.0126<马牙槎体积扣圈梁>-0.032<扣梁>0.0338<扣圈梁> = 0.3132m3 体积 = 7*(0.2*0.2)+0.1116<加马牙槎>-0.0126<马牙槎体积扣圈梁>-0.032<扣梁>0.0338<扣圈梁> = 0.3133m3 体积 = 7*(0.2*0.2)+0.1161<加马牙槎> = 0.3961m3 体积 = 7*(0.2*0.2)+0.1092<加马牙槎>-0.04<扣梁> = 0.3492m3 体积 = 7*(0.2*0.2)+0.0732<加马牙槎>-0.04<扣梁> = 0.3132m3 体积 = 7*(0.2*0.2)+0.0963<加马牙槎>-0.066<扣梁> = 0.3103m3 体积 = 7*(0.2*0.2)+0.1488<加马牙槎>-0.032<扣梁> = 0.3968m3 体积 = 7*(0.2*0.2)+0.1116<加马牙槎>-0.032<扣梁> = 0.3596m3 体积 = 7*(0.2*0.2)+0.1116<加马牙槎>-0.0126<马牙槎体积扣圈梁>-0.032<扣梁>0.0338<扣圈梁> = 0.3133m3 体积 = 7*(0.2*0.2)+0.1116<加马牙槎>-0.0095<马牙槎体积扣圈梁>-0.032<扣梁>0.036<扣圈梁> = 0.3142m3 体积 = 7*(0.2*0.2)+0.1092<加马牙槎>-0.04<扣梁> = 0.3492m3 体积 = 7*(0.2*0.2)+0.1488<加马牙槎>-0.032<扣梁> = 0.3968m3 体积 = 7*(0.2*0.2)+0.1487<加马牙槎>-0.032<扣梁> = 0.3967m3 体积 = 7*(0.2*0.2)+0.0732<加马牙槎>-0.04<扣梁> = 0.3132m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 体积 = 7*(0.2*0.2)+0.1116<加马牙槎>-0.032<扣梁> = 0.3596m3 体积 = 7*(0.2*0.2)+0.084<加马牙槎> = 0.364m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0678<加马牙槎>-0.066<扣梁> = 0.2818m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 第 10 页 共 27 页 清单工程量 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.35) = 0.261m3 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (29) (30) (31) (32) (33) (34) (35) (36) (37) (38) (39) (40) (41) (42) (43) (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) (56) (57) (58) (59) (60) 清单工程量 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0741<加马牙槎> = 0.3541m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.0693<加马牙槎> = 0.3493m3 体积 = 7*(0.2*0.2)+0.0432<加马牙槎>-0.066<扣梁> = 0.2572m3 体积 = 7*(0.2*0.2)+0.1161<加马牙槎> = 0.3961m3 体积 = 7*(0.2*0.2)+0.0738<加马牙槎>-0.034<扣梁> = 0.3198m3 体积 = 7*(0.2*0.2)+0.0963<加马牙槎>-0.066<扣梁> = 0.3103m3 第 11 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (61) (62) (63) (64) (65) (66) (67) (68) (69) (70) (71) (72) (73) (74) (75) (76) (77) (78) (79) (80) (81) (82) (83) (84) (85) (86) (87) (88) (89) (90) (91) (92) 清单工程量 体积 = 7*(0.2*0.2)+0.1116<加马牙槎>-0.032<扣梁> = 0.3596m3 体积 = 7*(0.2*0.2)+0.0963<加马牙槎>-0.0104<马牙槎体积扣圈梁>-0.0005<马牙槎体 积扣现浇板>-0.066<扣梁>-0.018<扣圈梁> = 0.2814m3 体积 = 7*(0.2*0.2)+0.0717<加马牙槎>-0.0081<马牙槎体积扣圈梁>-0.066<扣梁>0.018<扣圈梁> = 0.2596m3 体积 = 7*(0.2*0.2)+0.0717<加马牙槎>-0.066<扣梁> = 0.2857m3 体积 = 7*(0.2*0.2)+0.0963<加马牙槎>-0.066<扣梁> = 0.3103m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.0474<加马牙槎> = 0.2874m3 体积 = 6*(0.2*0.2)+0.0474<加马牙槎> = 0.2874m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 第 12 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (93) (94) (95) (96) (97) (98) (99) (100) (101) (102) (103) (104) (105) (106) (107) (108) (109) (110) (111) (112) (113) (114) (115) (116) (117) (118) (119) (120) (121) (122) (123) (124) 清单工程量 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.0432<加马牙槎>-0.014<扣梁> = 0.2692m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 6*(0.2*0.2)+0.039<加马牙槎>-0.028<扣梁> = 0.251m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.0081<马牙槎体积扣圈梁>-0.032<扣梁>0.027<扣圈梁> = 0.2873m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.0081<马牙槎体积扣圈梁>-0.032<扣梁>0.027<扣圈梁> = 0.2873m3 体积 = 7*(0.2*0.2)+0.072<加马牙槎>-0.04<扣梁> = 0.312m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 体积 = 7*(0.2*0.2)+0.084<加马牙槎> = 0.364m3 体积 = 7*(0.2*0.2)+0.084<加马牙槎> = 0.364m3 体积 = 7*(0.2*0.2)+0.0642<加马牙槎>-0.066<扣梁> = 0.2782m3 体积 = 7*(0.2*0.2)+0.0642<加马牙槎>-0.066<扣梁> = 0.2782m3 体积 = 7*(0.2*0.2)+0.0642<加马牙槎>-0.0054<马牙槎体积扣圈梁>-0.066<扣梁>0.018<扣圈梁> = 0.2548m3 体积 = 7*(0.2*0.2)+0.0684<加马牙槎>-0.052<扣梁> = 0.2964m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.0081<马牙槎体积扣圈梁>-0.032<扣梁>0.027<扣圈梁> = 0.2873m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.0108<马牙槎体积扣圈梁>-0.032<扣梁>0.036<扣圈梁> = 0.2756m3 体积 = 7*(0.2*0.2)+0.072<加马牙槎>-0.04<扣梁> = 0.312m3 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 第 13 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (125) 第3层 一、过梁 1 GL-1 体积 = 1.6338m3 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) 体积 = (0.024*2.6)-0.0036<扣柱>-0.0588<扣梁> = 0m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0588<扣梁> = 0m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0624<扣梁> = 0m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0343<扣梁>-0.002<扣构造柱> = 0.0225m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.002<扣构造柱> = 0.024m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.0016<扣构造柱> = 0.0244m3 体积 = (0.024*2.6)-0.0036<扣柱>-0.0343<扣梁>-0.002<扣构造柱> = 0.0225m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.002<扣构造柱> = 0.024m3 体积 = (0.024*2.6)-0.0364<扣梁>-0.0015<扣构造柱> = 0.0245m3 体积 = (0.024*2.9)-0.0096<扣构造柱> = 0.06m3 体积 = (0.024*2.8)-0.0669<扣梁> = 0.0003m3 体积 = (0.024*2.8)-0.0669<扣梁> = 0.0003m3 体积 = (0.024*2.799)-0.0668<扣梁> = 0.0003m3 体积 = (0.024*2.8)-0.0669<扣梁> = 0.0003m3 体积 = (0.024*2.8)-0.0669<扣梁> = 0.0003m3 体积 = (0.024*2.8)-0.0669<扣梁> = 0.0003m3 体积 = (0.024*2.8)-0.0669<扣梁> = 0.0003m3 体积 = (0.024*2.8)-0.0669<扣梁> = 0.0003m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 第 14 页 共 27 页 清单工程量 体积 = 7*(0.2*0.2)+0.0744<加马牙槎>-0.032<扣梁> = 0.3224m3 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (29) (30) (31) (32) (33) (34) (35) (36) (37) (38) (39) (40) (41) (42) (43) (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) 清单工程量 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.9)-0.0406<扣梁> = 0.029m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.799)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.002<扣构造柱> = 0.026m3 体积 = (0.024*2.8)-0.0392<扣梁>-0.004<扣构造柱> = 0.024m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.4)-0.0036<扣构造柱> = 0.03m3 体积 = (0.024*1.5)-0.0036<扣构造柱> = 0.0324m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.5)-0.0012<扣构造柱> = 0.0348m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 编制日期:2016-02-26

第 15 页 共 27 页

绘图输入构件工程量计算书
工程名称:工程1 (56) (57) (58) (59) (60) (61) (62) (63) 二、圈梁 1 圈梁 体积 = 2.118m3 (1) (2) (3) (4) (5) (6) (7) (8) 三、构造柱 1 GZ-1 体积 = 30.1198m3 (1) (2) (3) (4) (5) (6) (7) (8) 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.062<扣梁> = 0.2371m3 体积 = 6*(0.2*0.2)+0.1248<加马牙槎>-0.032<扣梁> = 0.3328m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.062<扣梁> = 0.2371m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 第 16 页 共 27 页 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.5) = 0.27m3 体积 = (0.2*0.3*4.5) = 0.27m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.35) = 0.261m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.35) = 0.261m3 清单工程量 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (31) (32) (33) (34) (35) (36) (37) (38) (39) (40) 清单工程量 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.0987<加马牙槎> = 0.3387m3 体积 = 6*(0.2*0.2)+0.0912<加马牙槎>-0.04<扣梁> = 0.2912m3 体积 = 6*(0.2*0.2)+0.0612<加马牙槎>-0.04<扣梁> = 0.2612m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 6*(0.2*0.2)+0.1248<加马牙槎>-0.032<扣梁> = 0.3328m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.0912<加马牙槎>-0.04<扣梁> = 0.2912m3 体积 = 6*(0.2*0.2)+0.1248<加马牙槎>-0.032<扣梁> = 0.3328m3 体积 = 6*(0.2*0.2)+0.1247<加马牙槎>-0.032<扣梁> = 0.3327m3 体积 = 6*(0.2*0.2)+0.0612<加马牙槎>-0.04<扣梁> = 0.2612m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.072<加马牙槎> = 0.312m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0573<加马牙槎>-0.0619<扣梁> = 0.2355m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0628<加马牙槎> = 0.3028m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 第 17 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (41) (42) (43) (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) (56) (57) (58) (59) (60) (61) (62) (63) (64) (65) (66) (67) (68) (69) (70) (71) (72) 清单工程量 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0588<加马牙槎> = 0.2988m3 体积 = 6*(0.2*0.2)+0.0363<加马牙槎>-0.0619<扣梁> = 0.2145m3 体积 = 6*(0.2*0.2)+0.0988<加马牙槎> = 0.3388m3 体积 = 6*(0.2*0.2)+0.0618<加马牙槎>-0.034<扣梁> = 0.2678m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.0619<扣梁> = 0.2583m3 体积 = 6*(0.2*0.2)+0.0936<加马牙槎>-0.032<扣梁> = 0.3016m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.062<扣梁> = 0.2371m3 体积 = 6*(0.2*0.2)+0.0591<加马牙槎>-0.062<扣梁> = 0.2371m3 体积 = 6*(0.2*0.2)+0.0801<加马牙槎>-0.062<扣梁> = 0.2581m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0402<加马牙槎> = 0.2442m3 体积 = 5.1*(0.2*0.2)+0.0402<加马牙槎> = 0.2442m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 第 18 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (73) (74) (75) (76) (77) (78) (79) (80) (81) (82) (83) (84) (85) (86) (87) (88) (89) (90) (91) (92) (93) (94) (95) (96) (97) (98) (99) (100) (101) (102) (103) (104) 清单工程量 编制日期:2016-02-26 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5.1*(0.2*0.2)+0.0318<加马牙槎>-0.028<扣梁> = 0.2078m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 5*(0.2*0.2)+0.0258<加马牙槎>-0.028<扣梁> = 0.1978m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 第 19 页 共 27 页

绘图输入构件工程量计算书
工程名称:工程1 (105) (106) (107) (108) (109) (110) (111) (112) (113) (114) (115) (116) (117) (118) (119) (120) 第4层 一、过梁 1 GL-1 体积 = 2.2186m3 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*2.6)-0.0012<扣柱>-0.0048<扣构造柱> = 0.0564m3 体积 = (0.024*2.6)-0.0048<扣构造柱> = 0.0576m3 体积 = (0.024*2.6)-0.0039<扣构造柱> = 0.0585m3 体积 = (0.024*2.6)-0.0036<扣构造柱> = 0.0588m3 体积 = (0.024*2.6)-0.0048<扣构造柱> = 0.0576m3 体积 = (0.024*2.6)-0.0012<扣柱>-0.0048<扣构造柱> = 0.0564m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 清单工程量 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.06<加马牙槎>-0.04<扣梁> = 0.26m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.072<加马牙槎> = 0.312m3 体积 = 6*(0.2*0.2)+0.072<加马牙槎> = 0.312m3 体积 = 6*(0.2*0.2)+0.0534<加马牙槎>-0.0619<扣梁> = 0.2316m3 体积 = 6*(0.2*0.2)+0.0534<加马牙槎>-0.062<扣梁> = 0.2314m3 体积 = 6*(0.2*0.2)+0.0534<加马牙槎>-0.062<扣梁> = 0.2314m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.06<加马牙槎>-0.04<扣梁> = 0.26m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 体积 = 6*(0.2*0.2)+0.0624<加马牙槎>-0.032<扣梁> = 0.2704m3 编制日期:2016-02-26

第 20 页 共 27 页

绘图输入构件工程量计算书
工程名称:工程1 (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (31) (32) (33) (34) (35) (36) (37) (38) (39) (40) 清单工程量 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.9) = 0.0696m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*2.3) = 0.0552m3 体积 = (0.024*1.4)-0.0036<扣构造柱> = 0.03m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.5)-0.0035<扣构造柱> = 0.0325m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5) = 0.036m3 体积 = (0.024*1.5)-0.0011<扣构造柱> = 0.0349m3 第 21 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (41) 二、圈梁 1 圈梁 体积 = 2.118m3 (1) (2) (3) (4) (5) (6) (7) (8) 三、构造柱 1 GZ-1 体积 = 13.5354m3 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) 体积 = 4.05*(0.2*0.2)+0.0501<加马牙槎>-0.036<扣梁> = 0.1762m3 体积 = 4.05*(0.2*0.2)+0.0501<加马牙槎>-0.0359<扣梁> = 0.1762m3 体积 = 4.05*(0.2*0.2)+0.0567<加马牙槎>-0.0003<马牙槎体积扣现浇板>-0.0359<扣梁 > = 0.1825m3 体积 = 4.05*(0.2*0.2)+0.0567<加马牙槎>-0.036<扣梁> = 0.1828m3 体积 = 4.05*(0.2*0.2)+0.0379<加马牙槎>-0.036<扣梁> = 0.1638m3 体积 = 4.05*(0.2*0.2)+0.0567<加马牙槎>-0.036<扣梁> = 0.1827m3 体积 = 4.05*(0.2*0.2)+0.0784<加马牙槎>-0.032<扣梁> = 0.2084m3 体积 = 4.05*(0.2*0.2)+0.0393<加马牙槎>-0.032<扣梁> = 0.1693m3 体积 = 4.05*(0.2*0.2)+0.0579<加马牙槎>-0.036<扣梁> = 0.1839m3 体积 = 4.05*(0.2*0.2)+0.0579<加马牙槎>-0.036<扣梁> = 0.1839m3 体积 = 4.05*(0.2*0.2)+0.0582<加马牙槎>-0.0339<扣梁> = 0.1863m3 体积 = 4.05*(0.2*0.2)+0.039<加马牙槎>-0.034<扣梁> = 0.167m3 体积 = 4.05*(0.2*0.2)+0.0784<加马牙槎>-0.032<扣梁> = 0.2084m3 体积 = 4.05*(0.2*0.2)+0.0589<加马牙槎>-0.032<扣梁> = 0.1888m3 体积 = 4.05*(0.2*0.2)+0.0582<加马牙槎>-0.034<扣梁> = 0.1862m3 体积 = 4.05*(0.2*0.2)+0.0582<加马牙槎>-0.034<扣梁> = 0.1862m3 体积 = 4.05*(0.2*0.2)+0.0582<加马牙槎>-0.0003<马牙槎体积扣现浇板>-0.034<扣梁> = 0.1859m3 第 22 页 共 27 页 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.5) = 0.27m3 体积 = (0.2*0.3*4.5) = 0.27m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.35) = 0.261m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.4) = 0.264m3 体积 = (0.2*0.3*4.35) = 0.261m3 清单工程量 体积 = (0.024*1.7) = 0.0408m3 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (31) (32) (33) (34) (35) (36) (37) (38) (39) (40) (41) (42) (43) (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) (56) (57) (58) (59) 清单工程量 编制日期:2016-02-26 体积 = 4.05*(0.2*0.2)+0.0784<加马牙槎>-0.0004<马牙槎体积扣现浇板>-0.032<扣梁> = 0.208m3 体积 = 4.05*(0.2*0.2)+0.0783<加马牙槎>-0.0004<马牙槎体积扣现浇板>-0.032<扣梁> = 0.208m3 体积 = 4.05*(0.2*0.2)+0.039<加马牙槎>-0.034<扣梁> = 0.167m3 体积 = 4.05*(0.2*0.2)+0.0393<加马牙槎>-0.032<扣梁> = 0.1693m3 体积 = 4.05*(0.2*0.2)+0.0588<加马牙槎>-0.032<扣梁> = 0.1888m3 体积 = 4.05*(0.2*0.2)+0.0378<加马牙槎>-0.036<扣梁> = 0.1638m3 体积 = 4.05*(0.2*0.2)+0.0567<加马牙槎>-0.036<扣梁> = 0.1827m3 体积 = 4.05*(0.2*0.2)+0.057<加马牙槎>-0.0003<马牙槎体积扣现浇板>-0.036<扣梁> = 0.1827m3 体积 = 4.05*(0.2*0.2)+0.0567<加马牙槎>-0.0003<马牙槎体积扣现浇板>-0.036<扣梁> = 0.1824m3 体积 = 4.05*(0.2*0.2)+0.0501<加马牙槎>-0.036<扣梁> = 0.1761m3 体积 = 4.05*(0.2*0.2)+0.0501<加马牙槎>-0.036<扣梁> = 0.1761m3 体积 = 4.05*(0.2*0.2)+0.0567<加马牙槎>-0.036<扣梁> = 0.1827m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 3.1*(0.2*0.2)+0.0306<加马牙槎> = 0.1546m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 第 23 页 共 27 页

绘图输入构件工程量计算书
工程名称:工程1 (60) (61) (62) (63) (64) (65) (66) (67) (68) (69) (70) (71) (72) (73) (74) (75) (76) (77) (78) (79) (80) (81) (82) (83) (84) (85) (86) (87) (88) (89) (90) (91) (92) (93) (94) (95) 第5层 一、过梁 1 GL-1 体积 = 0.4044m3 清单工程量 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 2*(0.2*0.2)+0.0174<加马牙槎> = 0.0974m3 体积 = 4.05*(0.2*0.2)+0.0378<加马牙槎>-0.0359<扣梁> = 0.1639m3 体积 = 4.05*(0.2*0.2)+0.039<加马牙槎>-0.032<扣梁> = 0.169m3 体积 = 4.05*(0.2*0.2)+0.0384<加马牙槎>-0.034<扣梁> = 0.1664m3 体积 = 4.05*(0.2*0.2)+0.0384<加马牙槎>-0.034<扣梁> = 0.1664m3 体积 = 4.05*(0.2*0.2)+0.0384<加马牙槎>-0.0339<扣梁> = 0.1665m3 体积 = 4.05*(0.2*0.2)+0.0396<加马牙槎>-0.03<扣梁> = 0.1716m3 体积 = 4.05*(0.2*0.2)+0.039<加马牙槎>-0.032<扣梁> = 0.169m3 体积 = 4.05*(0.2*0.2)+0.0396<加马牙槎>-0.03<扣梁> = 0.1716m3 体积 = 4.05*(0.2*0.2)+0.0378<加马牙槎>-0.036<扣梁> = 0.1638m3 体积 = 4.05*(0.2*0.2)+0.0378<加马牙槎>-0.036<扣梁> = 0.1638m3 体积 = 4.05*(0.2*0.2)+0.0378<加马牙槎>-0.036<扣梁> = 0.1638m3 体积 = 4.05*(0.2*0.2)+0.0384<加马牙槎>-0.034<扣梁> = 0.1664m3 体积 = 4.05*(0.2*0.2)+0.0384<加马牙槎>-0.034<扣梁> = 0.1664m3 体积 = 4.05*(0.2*0.2)+0.0384<加马牙槎>-0.034<扣梁> = 0.1664m3 体积 = 4.05*(0.2*0.2)+0.039<加马牙槎>-0.032<扣梁> = 0.169m3 体积 = 4.05*(0.2*0.2)+0.039<加马牙槎>-0.032<扣梁> = 0.169m3 编制日期:2016-02-26

第 24 页 共 27 页

绘图输入构件工程量计算书
1 工程名称:工程1 GL-1 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) 二、构造柱 1 GZ-1 体积 = 7.9063m3 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) 体积 = 4.65*(0.2*0.2)+0.0459<加马牙槎>-0.034<扣梁> = 0.1979m3 体积 = 4.65*(0.2*0.2)+0.0504<加马牙槎>-0.0338<扣梁> = 0.2025m3 体积 = 4.65*(0.2*0.2)+0.0654<加马牙槎>-0.0009<马牙槎体积扣现浇板>-0.034<扣梁 >-0.0018<扣现浇板> = 0.2147m3 体积 = 4.65*(0.2*0.2)+0.0504<加马牙槎>-0.0338<扣梁> = 0.2025m3 体积 = 4.65*(0.2*0.2)+0.0459<加马牙槎>-0.0337<扣梁> = 0.1982m3 体积 = 4.65*(0.2*0.2)+0.0654<加马牙槎>-0.0338<扣梁> = 0.2176m3 体积 = 4.65*(0.2*0.2)+0.0654<加马牙槎>-0.0009<马牙槎体积扣现浇板>-0.0338<扣梁 >-0.0018<扣现浇板> = 0.2149m3 体积 = 4.65*(0.2*0.2)+0.0653<加马牙槎>-0.034<扣梁> = 0.2173m3 体积 = 4.65*(0.2*0.2)+0.0459<加马牙槎>-0.0338<扣梁> = 0.198m3 体积 = 4.65*(0.2*0.2)+0.0504<加马牙槎>-0.0337<扣梁> = 0.2027m3 体积 = 4.65*(0.2*0.2)+0.0459<加马牙槎>-0.034<扣梁> = 0.1979m3 体积 = 4.65*(0.2*0.2)+0.0459<加马牙槎>-0.0338<扣梁> = 0.198m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 第 25 页 共 27 页 清单工程量 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7) = 0.0408m3 体积 = (0.024*1.7)-0.0036<扣构造柱> = 0.0372m3 体积 = (0.024*1.7) = 0.0408m3 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (31) (32) (33) (34) (35) (36) (37) (38) (39) (40) (41) (42) (43) (44) (45) (46) (47) (48) (49) (50) (51) (52) (53) (54) (55) 清单工程量 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 2.1*(0.2*0.2)+0.018<加马牙槎> = 0.102m3 体积 = 4.1*(0.2*0.2)+0.039<加马牙槎>-0.0007<马牙槎体积扣现浇板>-0.034<扣梁>0.0024<扣现浇板> = 0.1659m3 体积 = 4.1*(0.2*0.2)+0.039<加马牙槎>-0.034<扣梁> = 0.169m3 体积 = 4.1*(0.2*0.2)+0.042<加马牙槎>-0.024<扣梁> = 0.182m3 体积 = 4.1*(0.2*0.2)+0.042<加马牙槎>-0.024<扣梁> = 0.182m3 体积 = 4.1*(0.2*0.2)+0.042<加马牙槎>-0.0011<马牙槎体积扣现浇板>-0.0239<扣梁>0.0036<扣现浇板> = 0.1775m3 体积 = 4.1*(0.2*0.2)+0.042<加马牙槎>-0.0011<马牙槎体积扣现浇板>-0.0239<扣梁>0.0036<扣现浇板> = 0.1775m3 体积 = 4.1*(0.2*0.2)+0.0391<加马牙槎>-0.0007<马牙槎体积扣现浇板>-0.0338<扣梁 >-0.0024<扣现浇板> = 0.1662m3 体积 = 4.1*(0.2*0.2)+0.0391<加马牙槎>-0.0007<马牙槎体积扣现浇板>-0.0338<扣梁 >-0.0024<扣现浇板> = 0.1661m3 体积 = 4.1*(0.2*0.2)+0.042<加马牙槎>-0.024<扣梁> = 0.182m3 体积 = 4.1*(0.2*0.2)+0.042<加马牙槎>-0.024<扣梁> = 0.182m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 第 26 页 共 27 页 编制日期:2016-02-26

绘图输入构件工程量计算书
工程名称:工程1 (56) (57) (58) (59) (60) (61) (62) (63) (64) (65) (66) (67) (68) (69) (70) (71) (72) (73) (74) (75) (76) (77) (78) (79) (80) (81) (82) (83) (84) (85) (86) (87) (88) (89) (90) (91) (92) (93) (94) (95) (96) (97) (98) (99) (100) 清单工程量 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.75*(0.2*0.2)+0.009<加马牙槎> = 0.039m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 体积 = 0.55*(0.2*0.2)+0.0066<加马牙槎> = 0.0286m3 编制日期:2016-02-26

第 27 页 共 27 页


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