江苏省建筑与装饰工程计价定额 (说明及计算规则)

.23第二十三章建筑工程垂直运输说明一、建筑物垂直运输1．“檐高”是指设计室外地坪至檐口的高度，突出主体建筑物顶的女儿墙、电梯间、楼梯间、水箱等不计入檐口高度以内；“层数”指地面以上建筑物的层数，地下室、地面以上部分净高小于2.1m的半地下室不计入层数。2．本定额工作内容包括在江苏省调整后的国家工期定额内完成单位工程全部工程项目所需的垂直运输机械台班，不包括机械的场外运输、一次安装、拆卸、路基铺垫和轨道铺拆等费用。施工塔吊与电梯基础、施工塔吊和电梯与建筑物连接的费用单独计算。3．本定额项目划分是以建筑物“檐高”、“层数”两个指标界定的，只要其中一个指标达到定额规定，即可套用该定额子目。4．一个工程出现两个或两个以上檐口高度（层数），使用同一台垂直运输机械时，定额不作调整：使用不同垂直运输机械时，应依照国家工期定额分别计算。5．当建筑物垂直运输机械数量与定额不同时，可按比例调整定额含量。本定额按卷扬机施工配2台卷扬机，塔式起重机施工配1台塔吊1台卷扬机（施工电梯）考虑。如仅采用塔式起重机施工，不采用卷扬机时，塔式起重机台班含量按卷扬机含量取定，卷扬机扣除。6．垂直运输高度小于3.6m的单层建筑物、单独地下室和围墙，不计算垂直运输机械台班。7．预制混凝土平板、空心板、小型构件的吊装机械费用已包括在本定额中。8．本定额中现浇框架系指柱、梁、板全部为现浇的钢筋混凝土框架结构。如部分现浇，部分预制，按现浇框架乘以系数0.96。9．柱、梁、墙、板构件全部现浇的钢筋混凝土框筒结构、框剪结构按现浇框架执行，筒体结构按剪力墙（滑模施工）执行。10．预制屋架的单层厂房，不论柱为预制或现浇，均按预制排架定额计算。11．单独地下室工程项目定额工期按不含打桩工期自基础挖土开始计算。多幢房屋下有整体连通地下室时，上部房屋分别套用对应单项工程工期定额，整体连通地下室按单独地下室工程执行。12．在计算定额工期时，未承包施工的打桩、挖土等的工期不扣除。13．混凝土构件，使用泵送混凝土浇注者，卷扬机施工定额台班乘以系数0.96；塔式起重机施工定额中的塔式起重机台班含量乘以系数0.92。14．建筑物高度超过定额取定时，另行计算。15．采用履带式、轮胎式、汽车式起重机（除塔式起重机外）吊（安）装预制大型构件的工程，除按本章规定计算垂直运输费外，另按第八章有关规定计算构件吊（安）装费。二、烟囱、水塔、筒仓垂直运输烟囱、水塔、筒仓的“高度”指设计室外地坪至构筑物的顶面高度。突出构筑物主体顶的机房等高度不计入构筑物高度内。工程量计算规则一、建筑物垂直运输机械台班用量，区分不同结构类型、檐口高度（层数）按国家工期定额套用单项工程工期以日历天计算。二、单独装饰工程垂直运输机械台班，区分不同施工机械、垂直运输高度、层数、按定额工日分别计算。三、烟囱、水塔、筒仓垂直运输机械台班，以“座”计算。超过定额规定高度时，按每增高1m定额项目计算。高度不足1m，按1m计算。四、1.24第二十四章场内二次搬运说明一、现场堆放材料有困难，材料不能直接运到单位工程周边需再次中转，建设单位不能按正常合理的施工组织设计提供材料、构件堆放场地和临时设施用地的工程而发生的二次搬运费用，执行本章定额。二、执行本定额时，应以工程所发生的第一次搬运为准。三、水平运距的计算，分别以取料中心点为起点，以材料堆放中心为终点。超运距增加运距不足整数者，进位取整计算。四、已考虑运输道路15%以内的坡度，超过时另行处理。五、松散材料运输不包括做方，但要求堆放整齐。如需做方者，应另行处理。六、机动翻斗车最大运距为600米，单（双）轮车最大运距为120米，超过时，应另行处理。工程量计算规则一、砂子、石子、毛石、块石、炉渣、矿渣、石灰膏按堆积原方计算。二、混凝土构件及水泥制品按实体积计算。三、玻璃按标准箱计算。四、其它材料按表中计量单位计算。1.25混凝土及钢筋混凝土构件模板、钢筋含量表分类项目名称混凝土计量单位含模量（m2）含钢筋量（t/m3）φ12mm以内φ12mm以外混凝土墙基础防潮层m38.330.040—混凝土垫层m31.00——带形毛石混凝土m32.00——混凝土m32.50——基础碎石垫层上混凝土看台m31.00——有梁式钢筋混凝土m31.890.0210.049无梁式钢筋混凝土m30.740.0210.049独立基础毛石混凝土m31.30——混凝土m31.88——普通柱基m31.760.0120.028杯形基础m31.750.0090.021高颈杯形基础m34.500.0200.048满堂基础垫层m30.20——无梁式m30.520.0240.056有梁式m31.520.0340.079设备基础毛石混凝土5m3以内m33.500.0090.021混凝土单体在20m3以内m32.230.0090.021钢筋混凝土20m3以外m31.200.0090.021框架底板m32.220.0150.036设备墩柱m34.430.0380.088基础梁、板m33.700.0510.119柱矩形柱断面周长在1.60m以内m313.330.0380.0882.50m以内m38.000.0500.1163.60m以内m35.560.0520.1225.00m以内m33.890.0560.1315.00m以外m33.000.0600.140构造柱m311.100.0380.088框架柱接头m37.000.0280.065圆柱、多边形柱周长在1.50m以内m311.430.0400.0932.50m以内m36.670.0420.0984.00m以内m34.000.0450.1054.00m以外m32.670.0480.112T、L、＋异形柱每边宽在500mm以内m313.330.0480.112500mm以外m312.000.0480.112梁单梁、框架梁、挑梁、连续梁(包括弧形、拱形)、斜梁m38.680.0430.100异形梁m310.700.0470.109基础梁(有底模)m310.220.0360.083地坑支撑梁(无底模)m32.500.0480.113圈梁m38.330.0170.040过梁m312.000.0320.074注：T、L、＋异形柱两边宽不同时，以长边为准。

(续表)分类项目名称混凝土计量单位含模量（m2）含钢筋量（t/m3）φ12mm以内φ12mm以外墙地面以上钢筋混凝土墙厚(mm)100mm以内m325.610.0220.050200mm以内m313.630.0280.065300mm以内m38.200.0280.065电梯井m314.770.0310.071大钢模墙m312.500.0050.011滑升模板墙m310.000.0280.065地下室墙挡土墙厚混凝土400mm以内m35.12——400mm以外m34.10——钢筋混凝土300mm以内m37.520.0240.055300mm以外m34.100.0240.055毛石混凝土m33.42——板有梁板100mm以内m310.700.0300.070200mm以内m38.070.0430.100200mm以外m35.000.0430.100阶梯教室、体育看台m36.00(9.00)0.0360.084无梁板m34.600.0320.074平板100mm以内m312.060.076—100mm以外m38.040.066—刚性屋面10m20.100.011—拱形板m312.000.0210.049其它雨篷板式、横向挑檐按10m2水平投影面积计算0.0200.046雨篷复式0.0340.078直形楼梯0.0360.084圆弧形楼梯0.0360.084台阶——阳台0.0420.098栏杆按10m计算0.0080.018附在梁上混凝土线条按2.5m2/10m计算——栏板、竖向挑板m325.000.0120.027钢筋混凝土电缆沟m311.490.0260.062门框m312.080.0270.063框架柱接头m37.580.0100.024挑檐、天沟m326.170.0250.059扶手、压顶m311.100.0170.040屋面水槽m315.200.0300.070池槽m330.000.0230.054小型构件m318.000.0240.056注：1．体育看台、阶梯教室含模量的底模是按斜板测定的，设计钢筋混凝土底板为锯齿形者，含模量按括号内数值取定。2．细石混凝土楼面找平层设计有钢筋时，含钢筋量按0.011t/10m2执行。3．当满堂基础(包括无梁式、有梁式)底面积超过1000m2。4．当地下室墙或挡土墙一面用模板，另一面不用模板时，含模量乘以系数0.5，但混凝土含量应适当增加。5．圆弧形构件的含模量、含钢筋量按本表相应项目计算。1.25.1(1)现浇构件分类项目名称混凝土计量单位含模量（m2）含钢筋量（t/m3）φ12mm以内φ12mm以外混凝土墙基础防潮层m38.330.040—混凝土垫层m31.00——带形毛石混凝土m32.00——混凝土m32.50——基础碎石垫层上混凝土看台m31.00——有梁式钢筋混凝土m31.890.0210.049无梁式钢筋混凝土m30.740.0210.049独立基础毛石混凝土m31.30——混凝土m31.88——普通柱基m31.760.0120.028杯形基础m31.750.0090.021高颈杯形基础m34.500.0200.048满堂基础垫层m30.20——无梁式m30.520.0240.056有梁式m31.520.0340.079设备基础毛石混凝土5m3以内m33.500.0090.021混凝土单体在20m3以内m32.230.0090.021钢筋混凝土20m3以外m31.200.0090.021框架底板m32.220.0150.036设备墩柱m34.430.0380.088基础梁、板m33.700.0510.119柱矩形柱断面周长在1.60m以内m313.330.0380.0882.50m以内m38.000.0500.1163.60m以内m35.560.0520.1225.00m以内m33.890.0560.1315.00m以外m33.000.0600.140构造柱m311.100.0380.088框架柱接头m37.000.0280.065圆柱、多边形柱周长在1.50m以内m311.430.0400.0932.50m以内m36.670.0420.0984.00m以内m34.000.0450.1054.00m以外m32.670.0480.112T、L、＋异形柱每边宽在500mm以内m313.330.0480.112500mm以外m312.000.0480.112梁单梁、框架梁、挑梁、连续梁(包括弧形、拱形)、斜梁m38.680.0430.100异形梁m310.700.0470.109基础梁(有底模)m310.220.0360.083地坑支撑梁(无底模)m32.500.0480.113圈梁m38.330.0170.040过梁m312.000.0320.074注：T、L、＋异形柱两边宽不同时，以长边为准。

(续表)分类项目名称混凝土计量单位含模量（m2）含钢筋量（t/m3）φ12mm以内φ12mm以外墙地面以上钢筋混凝土墙厚(mm)100mm以内m325.610.0220.050200mm以内m313.630.0280.065300mm以内m38.200.0280.065电梯井m314.770.0310.071大钢模墙m312.500.0050.011滑升模板墙m310.000.0280.065地下室墙挡土墙厚混凝土400mm以内m35.12——400mm以外m34.10——钢筋混凝土300mm以内m37.520.0240.055300mm以外m34.100.0240.055毛石混凝土m33.42——板有梁板100mm以内m310.700.0300.070200mm以内m38.070.0430.100200mm以外m35.000.0430.100阶梯教室、体育看台m36.00(9.00)0.0360.084无梁板m34.600.0320.074平板100mm以内m312.060.076—100mm以外m38.040.066—刚性屋面10m20.100.011—拱形板m312.000.0210.049其它雨篷板式、横向挑檐按10m2水平投影面积计算0.0200.046雨篷复式0.0340.078直形楼梯0.0360.084圆弧形楼梯0.0360.084台阶——阳台0.0420.098栏杆按10m计算0.0080.018附在梁上混凝土线条按2.5m2/10m计算——栏板、竖向挑板m325.000.0120.027钢筋混凝土电缆沟m311.490.0260.062门框m312.080.0270.063框架柱接头m37.580.0100.024挑檐、天沟m326.170.0250.059扶手、压顶m311.100.0170.040屋面水槽m315.200.0300.070池槽m330.000.0230.054小型构件m318.000.0240.056注：1．体育看台、阶梯教室含模量的底模是按斜板测定的，设计钢筋混凝土底板为锯齿形者，含模量按括号内数值取定。2．细石混凝土楼面找平层设计有钢筋时，含钢筋量按0.011t/10m2执行。3．当满堂基础(包括无梁式、有梁式)底面积超过1000m2。4．当地下室墙或挡土墙一面用模板，另一面不用模板时，含模量乘以系数0.5，但混凝土含量应适当增加。5．圆弧形构件的含模量、含钢筋量按本表相应项目计算。1.25.2(2)现场预制构件分类项目名称混凝土计量单位含模量（m2）含钢筋量（t/m3）φ20mm以内φ20mm以外预应力钢筋桩方桩m35.890.0410.095—柱矩形柱单根构件在2m3以内m35.430.0470.111—单根构件在2m3以外m33.480.0550.129—I形柱m39.540.0580.134—双肢柱m34.440.0660.153—空格柱m35.290.0540.127—梁矩形梁、弧(拱)形梁m38.730.0410.095—基础梁m39.100.0360.083—过梁m38.800.089——T、＋异形梁m38.280.0510.119—吊车梁(T形)m38.400.0600.141—吊车梁(鱼腹式)m313.870.0670.157—托架梁m38.270.0990.231—风道梁m39.400.0300.070—屋架拱(梯)形、组合式m311.000.0940.220—锯齿形m35.330.0610.143—薄腹m316.030.0700.162—三角形m314.400.0760.178—门架刚式m33.800.0620.144—板、天窗架、断壁及其它天窗架m310.900.193——天窗端壁m38.100.129——小型构件m313.300.056——支撑、腹杆、天窗上下档m321.500.0660.154—预制栏杆m344.750.139——隔断m34.100.050——楼梯斜梁m311.800.0310.071—围墙柱m311.000.0240.056—槽形板m313.150.0670.029—有框漏空花格窗10m2外形面积0.03——花格芯0.036——矩形檩条m311.100.0240.055—架空板m38.000.051——平板及地沟盖板m36.100.056——挑檐天沟m319.000.0690.030—固定天窗m32.800.0040.008—现场后张法预应力构件吊车梁T形m38.400.0690.0270.135吊车梁(鱼腹式)m313.870.0640.0330.116托架梁m38.270.0650.0380.115屋架拱(梯)形m311.000.0650.0650.086薄腹m316.030.0660.0490.1051.25.3(3)加工厂预制构件分类项目名称混凝土计量单位含模量（m2）含钢筋量（t/m3）φ16mm以内φ16mm以外梁矩形梁m3混凝土体积0.0410.095异形梁0.0510.119T形吊车梁0.0600.141过梁0.0270.062板圆孔板长度4m以内0.0190.043圆孔板长度4m以外0.0190.043槽形板0.0290.067大型屋面板0.0350.083F型板0.0350.083平板及地沟盖板0.056—网架板0.072—大型多孔墙板、楼板0.0210.048实心墙板厚200mm以内0.0170.039200mm以外0.0170.039其它构件围墙柱0.0240.056天窗架0.0580.135天窗端壁、侧板0.129—矩形檩条0.0240.055挑沿、天沟0.0300.069楼梯段(空心)0.0230.054楼梯段(实心)0.0160.038楼梯斜梁0.0310.071L形楼梯踏步0.056—架空板0.051—其它构件有框漏空花格窗10m2外形面积0.030—花格芯0.036—水磨石隔断、窗台板m3混凝土体积0.050—固定天窗0.0040.008小型构件有筋0.056—无筋——支撑、腹杆、天窗上下档0.0660.154预制栏杆0.139—先张法预应力构件矩形梁m3混凝土体积0.131大型屋面板0.057冷拔?5mm以外F形板0.057槽(肋)形板0.074冷拔?5mm以内天沟0.116圆孔板厚120mm以内0.049圆孔板厚120mm以上0.067矩形桁条0.110平板0.0411.25.4(4)构筑物分类项目名称混凝土计量单位含模量（m2）含钢筋量（t/m3）φ12mm以内φ25mm以内烟囱钢筋混凝土基础m30.690.056—毛石混凝土、混凝土基础m30.95——液压滑升钢模筒身高度60m以内m3—0.0340.02280m以内m3—0.0350.024100m以内m3—0.0460.030120m以内m3—0.0440.030150m以内m3—0.0750.050180m以内m3—0.0530.035210m以内m3—0.0600.040水塔钢筋混凝土基础方形m31.330.063—圆形m31.32塔身(筒式)m312.400.041—塔身(柱式)m311.500.0920.061塔顶及槽底m38.480.091—圈梁及压顶m37.000.048—水槽内壁m315.070.082—水槽外壁m322.780.076—回廊平台m312.000.073—倒锥壳水塔筒身液压滑升钢模m3—0.0680.046水箱制作容积各种规格m3—0.110—环梁浇制m38.300.4700.410贮水（油）池池底平底混凝土m31.040.060—钢筋混凝土m30.53锥形底m30.930.083—钢筋混凝土矩形壁厚150mm以内m316.200.0890.059250mm以内m39.500.0890.059300mm以内m37.200.1010.068圆形壁厚150mm以内m315.400.0700.046250mm以内m311.340.0630.042300mm以内m38.160.0700.040钢筋混凝土池盖无梁盖m38.200.045—肋形盖m37.170.069—球形盖m312.230.072—无梁盖池柱m312.500.056—

(续表)分类项目名称混凝土计量单位含模量（m2）含钢筋量t/m3φ12mm以内φ25mm以内沉淀池水槽m321.100.046—壁基梁m34.300.063—贮仓底板m32.000.0640.042顶板m38.300.0740.049立壁厚200mm以内矩形仓m310.000.0780.052圆形仓13.37300mm以内矩形仓m36.670.1000.067圆形仓8.16漏斗壁厚150mm以内矩形仓m310.160.0760.047圆形仓11.18250mm以内矩形仓m38.150.0850.056圆形仓8.97圆形仓壁滑升钢模m3—0.070—预制支架各类支架框架形m313.000.090—I、T、Y形10.00现浇支架柱、梁m312.300.102—柱、梁带操作平台m312.770.130地沟底1.350.100—壁m38.90顶5.005.0栈桥立柱m37.900.1360.055连梁m30.1100.047有梁板m36.800.1090.0461.26抹灰分层厚度及砂浆种类表

(1)一般抹灰厚度：mm项

目底层中层面层总厚度砂浆厚度砂浆厚度砂浆厚度纸筋石灰砂浆墙面砖墙石灰砂浆1:38石灰砂浆1:37纸筋石灰砂浆2.517.5混凝土墙混合砂浆1:3:97石灰砂浆1:37纸筋石灰砂浆2.516.5轻质墙混合砂浆1:1:68混合砂浆1:3:98纸筋石灰砂浆2.518.5钢丝网墙石灰砂浆1:38石灰砂浆1:38纸筋石灰砂浆2.518.5毛石墙石灰砂浆1:322石灰砂浆1:38纸筋石灰砂浆2.532.5零星项目石灰砂浆1:38石灰砂浆1:37纸筋石灰砂浆2.517.5柱梁面砖柱多边形、圆形石灰砂浆1:38石灰砂浆1:37纸筋石灰砂浆2.517.5矩形石灰砂浆1:38石灰砂浆1:37纸筋石灰砂浆2.517.5混凝土柱梁多边形、圆形混合砂浆1:3:97石灰砂浆1:37纸筋石灰砂浆2.516.5矩形混合砂浆1:3:97石灰砂浆1:37纸筋石灰砂浆2.516.5水泥砂浆墙面砖、混凝土墙水泥砂浆1:312——水泥砂浆1:2.5820毛坯刮糙内墙水泥砂浆1:39——水泥砂浆1:3615轻质墙水泥砂浆1:315——水泥砂浆1:21025毛石墙水泥砂浆1:325——水泥砂浆1:21035钢丝网墙水泥砂浆1:314——水泥砂浆1:2620厚度：mm项???目底层面层总厚度砂浆厚度砂浆厚度水泥砂浆墙面零星及其它项目水泥砂浆1:312水泥砂浆1:220混凝土装饰线条水泥砂浆1:312水泥砂浆1:2.5820柱梁面砖砌水泥砂浆1:312水泥砂浆1:2.5820混凝土水泥砂浆1:312水泥砂浆1:2.5820阳台雨篷上表面水泥砂浆1:315水泥砂浆1:21025下表面混合砂浆1:0.3:38纸筋灰浆311侧面水泥砂浆1:312水泥砂浆1:2.5820混合砂浆墙面砖墙外墙混合砂浆1:1:612混合砂浆1:1:6820内墙混合砂浆1:1:615混合砂浆1:0.3:3520毛坯刮糙混合砂浆1:1:615——15混凝土墙外墙混合砂浆1:1:612混合砂浆1:1:6820内墙混合砂浆1:1:615混合砂浆1:0.3:3520轻质墙混合砂浆1:1:615混合砂浆1:0.3:3520毛石墙混合砂浆1:1:625混合砂浆1:1:41035钢丝网墙混合砂浆1:1:614混合砂浆1:1:4620零星项目混合砂浆1:1:612混合砂浆1:1:4820其它项目混合砂浆1:1:615混合砂浆1:0.3:3520装饰线条混合砂浆1:1:68混合砂浆1:1:4715柱梁面砖砌混合砂浆1:1:615混合砂浆1:0.3:3520混凝土混合砂浆1:1:615混合砂浆1:0.3:3520水泥白石屑浆墙裙墙面砖、混凝土水泥砂浆1:312水泥白石屑浆820

(2)装饰抹灰厚度：mm项???目底层面层总厚度砂浆砂浆水刷石墙面、墙裙水泥砂浆1:312水泥白石子浆1:21022柱、梁面水泥砂浆1:312水泥白石子浆1:21022挑檐、天沟、腰线、栏杆、扶手水泥砂浆1:312水泥白石子浆1:21022窗台线、门窗套、压顶水泥砂浆1:312水泥白石子浆1:21022遮阳板、栏板水泥砂浆1:312水泥白石子浆1:21022阳台、雨篷平面水泥砂浆1:212水泥砂浆1:2820底面混合砂浆1:0.3:38纸筋石灰砂浆311侧面水泥砂浆1:312水泥白石子浆1:21022干粘石墙面、墙裙水泥砂浆1:312水泥砂浆1:3618柱、梁面水泥砂浆1:312水泥砂浆1:3618挑檐、天沟、腰线、栏杆、扶手水泥砂浆1:312水泥砂浆1:3618窗台线、门窗套、压顶水泥砂浆1:312水泥砂浆1:3618遮阳板、栏板水泥砂浆1:312水泥砂浆1:3618阳台、雨篷平面水泥砂浆1:212水泥砂浆1:2820底面混合砂浆1:0.3:38纸筋石灰砂浆311侧面水泥砂浆1:312水泥砂浆1:3618斩假石墙面、墙裙水泥砂浆1:312水泥白石屑浆1:21022柱、梁面水泥砂浆1:312水泥白石屑浆1:21022零星项目水泥砂浆1:312水泥白石屑浆1:21022水泥珍珠岩砖墙面水泥珍珠岩1:823纸筋石灰砂浆225混凝土墙面水泥珍珠岩1:826纸筋石灰砂浆228

(3)镶贴块料面层厚度：mm项???目底层粘结层总厚度砂浆砂浆瓷砖墙面、墙裙水泥砂浆1:312混合砂浆1:0.1:2.5618柱面及零星项目水泥砂浆1:312混合砂浆1:0.1:2.5618外墙釉面砖墙面、墙裙水泥砂浆1:310混合砂浆1:0.2:21020零星项目水泥砂浆1:310混合砂浆1:0.2:21020陶瓷锦砖墙面、墙裙水泥砂浆1:312混合砂浆1:1:2315柱面及零星项目水泥砂浆1:312混合砂浆1:1:2315纸板饰面砖墙面、墙裙水泥砂浆1:310混合砂浆1:0.2:21020零星项目水泥砂浆1:310混合砂浆1:0.2:21020劈离砖墙面水泥砂浆1:310混合砂浆1:0.2:21020玻璃马赛克墙面、墙裙水泥砂浆1:312混合砂浆1:1:2315柱面及零星项目水泥砂浆1:312混合砂浆1:1:2315假麻石块墙面、墙裙水泥砂浆1:312混合砂浆1:1:2618柱面及零星项目水泥砂浆1:312混合砂浆1:1:2618金属面砖墙面、墙裙水泥砂浆1:310混合砂浆1:0.2:21020拼接花岗岩墙面水泥砂浆1:310水泥砂浆1:21020大理石砖墙面水泥砂浆1:315水泥砂浆1:2520混凝土墙面水泥砂浆1:315水泥砂浆1:2520零星项目水泥砂浆1:315水泥砂浆1:2520注：本表仅指砂浆厚度，各类块料面层厚度另外增加；块料面层5mm、大理石、花岗岩板25mm。(4)天棚装饰厚度：mm项???目底层中层面层总厚度砂浆砂浆砂浆混凝土天棚纸筋灰浆面现浇混合砂浆1:0.3:38——纸筋石灰浆311预制混合砂浆1:0.3:37混合砂浆1:1:67纸筋石灰浆317水泥砂浆面现浇水泥砂浆1:36——水泥砂浆1:2.5612预制水泥砂浆1:36——水泥砂浆1:2.5612混合砂浆面现浇混合砂浆1:0.3:36——混合砂浆1:0.3:3612预制混合砂浆1:0.3:36——混合砂浆1:0.3:3612钢板网天棚混合砂浆二遍混合砂浆1:2:115——纸筋石灰浆217三遍混合砂浆1:2:13混合砂浆1:1:66纸筋石灰浆211板条天棚石灰砂浆三遍石灰砂浆8石灰砂浆1:2.57纸筋石灰浆2.517.51.27主要材料、半成品损耗率取定表主要材料名称工程项目损耗率(%)红砖基础0.5红砖实砌墙、空花墙1.0红砖方柱3.0红砖圆砖柱7.0红砖烟囱4.0红砖水塔3.0红砖圆形水池5.0多孔砖墙2.0轻质混凝土块、加气混凝土块、砌块包括改锯7.0硅酸盐砌块2.0黏土瓦、脊瓦、小青瓦屋面2.5玻璃钢瓦不分大小4.0白瓷砖、花瓷砖、水泥花砖152mm×152mm以下墙面3.5白瓷砖、花瓷砖、水泥花砖152mm×152mm以上墙面2.5白瓷砖、花瓷砖、水泥花砖不分规格柱面、零星项目5.0对花瓷砖、腰线不分规格3.5小型瓷砖、面砖5.0陶瓷锦砖(马赛克)地面3.0陶瓷锦砖(马赛克)、纸面面砖墙面4.5陶瓷锦砖(马赛克)、纸面面砖柱面5.0同质地砖地面2.0缸砖(红)地面1.0缸砖(红)台阶2.0缸砖(红)楼梯7.0金属面砖墙面2.0金属面砖零星项目2.4彩釉外墙面砖墙面2.5各类面砖小型项目5.0凹凸假麻石地面、墙面2.0凹凸假麻石柱面、零星项目4.5文化石墙面2.5文化石小型项目5.0花岗岩、大理石地面单色带镶边线2.0花岗岩、大理石地面多色带图案10.0花岗岩、大理石墙面、柱面、零星项目2.0花岗岩、大理石楼梯5.0沥青、水泥珍珠岩板包括改锯7.0菱苦土、铸石板平面、立面5.0钙塑板2.0矿棉板、石棉板、吸音板、石膏板、防火板、宝丽板等天棚用5.0防火板、宝丽板、铝塑板墙面10.0切片皮墙面12.0切片板天棚?平面10.0切片板天棚?凹凸15.0砌筑砂浆实砌砖墙1.0砌筑砂浆空斗墙5.0砌筑砂浆多孔砖墙10.0砌筑砂浆毛石、方整石砌块1.0砌筑砂浆轻质混凝土块、加气混凝土块2.0石灰砂浆天棚抹灰1.5石灰砂浆墙面及墙裙1.0混合砂浆天棚抹灰3.0混合砂浆墙面及墙裙2.0挂贴花岗岩砂浆墙面挂贴灌缝10.0纸筋、麻刀灰浆天棚抹灰3.0纸筋、麻刀灰浆墙面及墙裙1.0水泥砂浆、防水砂浆天棚、梁、柱、腰线、挑沿、窗台2.5水泥砂浆、防水砂浆墙面及墙裙2.0水泥砂浆、防水砂浆地面、屋面1.0水泥白石子浆水磨石、水刷石2.0素水泥浆1.0水玻璃、耐酸、耐碱砂浆2.0沥青砂浆、沥青玛碲脂6.0各类树脂胶泥块料面层用5.0混凝土地面1.0混凝土现浇构件、现场预制柱、大断面梁1.5混凝土预制小断面梁、板、屋架2.0混凝土预制空心构件3.0商品混凝土现场混凝土损耗基础上增加0.5毛石混凝土1.5细石混凝土、水泥石灰炉渣1.0轻质混凝土、炉(矿)渣混凝土填料、保温隔热用1.5现浇水泥珍珠岩、水泥蛭石2.0珍珠岩、蛭石干铺4.0矿渣棉、玻璃棉5.0耐酸砖平面2.0耐酸砖立面3.0耐碱、耐热、耐油混凝土、重晶石混凝土1.5耐火砖2.0耐火泥2.0耐火土、火泥3.5水泥混凝土、砂浆配合比用1.0天然砂、河砂、山砂混凝土配合比操作损耗1.5天然砂、河砂、山砂混凝土、砂浆过筛损耗、垫层3.0天然砂、河砂、山砂砌筑砂浆配合比操作损耗2.0碎石垫层、混凝土配合比2.0毛石毛石混凝土、垫层1.0黏土垫层2.5生石灰垫层1.0毛石(浆砌)基础、墙身1.12粗料石(浆砌)墙身1.04方整石(浆砌)墙身、桩身1.02毛石墙身2.0方整石墙身2.0白石子4.0碎砖、炉(矿)渣、石灰炉渣1.5碎砖三合土1.0周转木材(模板制作)复合模板余头制作10.0周转木材(模板制作)木模、支撑制作5.0钢模板组合、定型钢模板1.0周围材料(模板安装)零星卡具2.0周围材料(模板安装)钢支撑系统1.0钢筋现浇、预制构件、砌体加固2.0预应力钢筋先张法冷拔钢丝9.0预应力钢筋先张法光圆、螺纹钢5.0预应力钢筋后张法粗钢筋13.0锚具4.0铁件1.0钢板网5.0镀锌铁皮、瓦楞铁屋面2.0铸铁管排水用1.0铁纱、塑料纱20.0螺栓、木螺丝2.0镀锌铁钉带垫2.0扒钉6.0普通成材二断面门窗框、扇及操场用材5.0普通成材二断面屋架、檁、椽、柱、梁、结构用材5.0普通成材一断面屋面板平口制作4.4普通成材一断面屋面板平口安装3.3普通成材一断面镶板门扇制作9.3普通成材一断面拼板门、企口板门制作26.0普通成材一断面企口板制作75mm宽26.0普通成材一断面企口板门制作100mm宽18.0普通成材一断面企口板门制作150mm宽12.0普通成材一断面硬木席纹企口板制作50mm38.0普通成材一断面席纹地板制作54.0普通成材席纹地板安装3.0普通成材平板、毛板、企口板安装5.0屋面板错口制作13.0胶合板、吸音板天棚、间壁5.0胶合板门扇人造革10.0墙纸墙面、天棚?不对花10.0墙纸墙面、天棚?对花15.8墙纸柱面?不对花17.0墙纸柱面?对花22.9金属墙纸墙面、天棚15.8金属墙纸柱面22.9织锦缎墙面、天棚15.8织锦缎柱面22.9金属嵌条6.0防静电地板2.0地毯10.0地毯胶垫包含搭接10.0玻璃配制15.0玻璃安装3.0镭射玻璃、夹层玻璃地面2.0镭射玻璃、夹层玻璃零星项目13.0玻璃嵌条18.0铝合金龙骨及型材天棚、墙面7.0轻钢龙骨天棚、墙面6.0接插件天棚5.0电焊条20.0氧、氩、乙炔气6.0油灰2.0塑料、钙塑水管(PVC)2.0彩钢夹芯板、彩钢板6.0防水卷材不含搭接1.0石油沥青6.0橡胶止水带、铜止水带5.0胶水5.0软黄蜡、软白蜡2.5羧甲基纤维素3.0无光调和漆、调和漆、瓷漆3.0乳胶漆、防锈漆、清漆3.0磷化底漆5.0小型、薄型混凝土构件场外运输损耗0.8小型、薄型混凝土构件场内运输损耗0.5小型、薄型混凝土构件安装损耗0.5塑料薄膜50.0草袋10.0醇酸漆稀释剂8.0硝基漆稀释剂10.0过氯乙烯防腐漆喷涂30.0沥青矿渣棉毡屋面保温8.0沥青玻璃棉毡屋面保温7.0木砖6.0盖口条、门窗贴脸5.0成品装饰线条木材8.0成品装饰线条木质曲线条15.0成品装饰线条金属、塑料、石材5.0成品装饰线条石膏10.0水泥彩瓦3.51.28常用钢材理论重量及形体公式计算表直径(mm)截面面积(cm2)理论重量(kg/m)直径(mm)截面面积(cm2)理论重量(kg/m)直径(mm)截面面积(cm2)理论重量(kg/m)直径(mm)截面面积(cm2)理论重量(kg/m)30.0710.055172.2701.780359.6207.50011095.03074.60040.1260.099182.5451.9983610.1797.990120113.10088.78050.1960.154192.8352.2303811.3408.902130132.730104.20060.2830.222203.1422.4664012.5619.865140153.120120.8406.50.3320.261213.4642.7204213.85010.879150176.720138.72070.3850.302223.8012.9844515.94012.490160201.060157.83080.5030.395234.1553.2604818.10014.210170226.980178.18090.6350.499244.5243.5515019.63515.410180254.470199.760100.7850.617254.9093.8505322.06017.320190283.530222.570110.9500.750265.3904.1705523.76018.650200314.160246.620121.1310.888275.7264.4956028.27022.190210346.360271.890131.3271.040286.1534.8307039.48030.210220330.130298.400141.5391.208307.0695.5508050.27039.460240452.390355.130151.7671.390328.0436.3109063.62049.940250490.880385.340162.0111.578349.0797.13010078.54061.6501.28.1(一)型钢理论重量(1)圆钢直径(mm)截面面积(cm2)理论重量(kg/m)直径(mm)截面面积(cm2)理论重量(kg/m)直径(mm)截面面积(cm2)理论重量(kg/m)直径(mm)截面面积(cm2)理论重量(kg/m)30.0710.055172.2701.780359.6207.50011095.03074.60040.1260.099182.5451.9983610.1797.990120113.10088.78050.1960.154192.8352.2303811.3408.902130132.730104.20060.2830.222203.1422.4664012.5619.865140153.120120.8406.50.3320.261213.4642.7204213.85010.879150176.720138.72070.3850.302223.8012.9844515.94012.490160201.060157.83080.5030.395234.1553.2604818.10014.210170226.980178.18090.6350.499244.5243.5515019.63515.410180254.470199.760100.7850.617254.9093.8505322.06017.320190283.530222.570110.9500.750265.3904.1705523.76018.650200314.160246.620121.1310.888275.7264.4956028.27022.190210346.360271.890131.3271.040286.1534.8307039.48030.210220330.130298.400141.5391.208307.0695.5508050.27039.460240452.390355.130151.7671.390328.0436.3109063.62049.940250490.880385.340162.0111.578349.0797.13010078.54061.6501.28.2(一)型钢理论重量(2)方钢边长(mm)截面面积(cm2)理论重量(kg/m)边长(mm)截面面积(cm2)理论重量(kg/m)边长(mm)截面面积(cm2)理论重量(kg/m)50.250.196204.003.144823.0418.0960.360.283214.413.465025.0019.6370.490.385224.843.805328.0922.0580.640.502245.764.525631.3624.6190.810.636256.254.916036.0028.26101.000.785266.765.306339.6931.16111.210.960287.846.156542.2533.17121.441.130309.007.067049.0038.47131.691.333210.248.047556.2544.16141.961.543411.569.078064.0050.24152.251.773612.9610.178572.2556.72162.562.013814.4411.249081.0063.59172.862.274016.0012.569590.2570.85183.242.544217.6413.85100100.0078.50193.612.824520.4515.901.28.3(一)型钢理论重量(3)钢板厚度(mm)理论重量(kg/m2)厚度(mm)理论重量(kg/m2)厚度(mm)理论重量(kg/m2)厚度(mm)理论重量(kg/m2)0.21.5701.612.561186.3530235.50.251.9631.814.131294.2032251.20.32.3552.015.7013102.134266.90.352.7482.217.2714109.936282.60.43.1402.519.6315117.838298.30.453.5332.821.9816125.640314.00.53.9253.023.5517133.542329.70.554.3183.225.1218141.344345.40.64.7103.527.4819149.246361.10.75.4953.829.8320157.048376.80.755.8884.031.4021164.950392.50.86.2804.535.3322172.752408.50.97.0655.039.2523180.654425.91.07.8505.543.1824188.456439.61.18.6356.047.1025196.358455.31.29.4207.054.9526204.160471.01.259.8138.062.8027212.01.410.999.070.6528219.81.511.7810.078.5029227.71.28.4(一)型钢理论重量(4)轻钢檁条型号断面尺寸重量(kg/m)h(mm)b(mm)a(mm)t(mm)x(mm)C1001610050111.6172.79C1002010050112.017.33.48C1003010050203.017.55.09C1201612052131.617.93.24C1202012052132.018.04.05C1202512052132.518.25.06C1501615063171.619.33.82C1502015063172.019.64.78C1502515063172.5205.98C1503015070253.023.37.47C1803018070203.021.067.92C2001620070201.620.84.92C2002020070202.021.86.16C2002520070202.522.37.69C2502525080252.5209.31C2503025080253.02211.031.28.5(一)型钢理论重量(5)螺栓直径(mm)螺杆(kg/m)高H(mm)对角距离D(mm)一个头重单帽重双帽重头帽90.49997130.0150.00880.018100.617108200.0200.0130.026120.8881210240.0350.0230.048141.2001411280.0560.0340.068161.5801613320.0840.0520.104181.9981814360.1190.0720.144192.2301915380.1400.0860.172202.4662016400.1630.1050.210222.9802218440.2170.1410.282243.5512419480.2990.1880.376253.8502520500.3190.2000.400274.4982722540.4010.2550.510284.8342822560.4480.2740.548305.5493024600.5510.3440.688326.3103226640.6680.4240.848347.1273427680.8020.4980.996367.9903629720.9520.5991.198388.9033830761.1190.6911.382409.8654032801.3050.8161.6324210.8764234841.5110.9561.9124512.4854536901.8581.1592.3181.28.6(二)砖砌大方脚折加高度表（1）等高式(标准砖)砖墙基双面系数单面系数放脚层数折加高度(m)增加断面(m2)折加高度(m)增加断面(m2)11.52436.54911.52436.54910.1370.0660.0430.0320.01580.0690.0330.0220.0160.007920.4110.1970.1290.0960.04730.2060.0990.0650.0480.023730.8220.3940.2590.1930.09450.4110.1970.1300.0970.047341.3700.6560.4320.3210.15750.6850.3280.2160.1610.078852.0550.9850.6470.4820.23631.0280.4930.3240.2410.118162.8761.3780.9060.6750.33081.4380.6890.4530.3380.165473.8351.8381.2080.9000.44101.9180.9190.6040.4500.220584.9302.3631.5530.1570.56702.4651.1820.7770.5790.283596.1632.9531.9421.4470.70883.0821.4770.9710.7240.3544107.5333.6102.3731.7680.86633.7671.8051.1870.8840.4331119.0394.3312.8482.1211.03954.5202.1661.4241.0610.51981210.6835.1193.3662.5071.22865.3422.5601.6831.2540.61431312.4635.9723.9272.9251.43336.2322.9861.9641.4630.71661414.3816.8914.5313.3751.65387.1913.4462.2661.6880.8269计算公式：M=

式中：M—折加高度；A—大放脚两边的面积；Z—砖墙基高度。标准砖规格：240×115×53mm灰缝10mm：h=126mma=62.5mm1.28.7(二)砖砌大方脚折加高度表（2）间隔式(标准砖)砖墙基双面系数单面系数放脚层数折加高度(m)增加断面(m2)折加高度(m)增加断面(m2)11.52436.54911.52436.54910.1370.0660.0430.0320.01580.0690.0330.0220.0160.007920.3430.1640.1080.0800.03940.1710.0820.0540.0400.019730.6850.3280.2160.1610.07880.3430.1640.1080.0810.039441.0960.5250.3450.2570.12600.5480.2630.1730.1290.063051.6430.7880.5180.3860.18900.8220.3940.2590.1930.094562.2601.0830.7120.5300.25991.1300.5420.3560.2650.129973.931.4440.9490.7070.34651.5070.7220.4750.3540.173383.8351.8381.2080.9000.44101.9180.9190.6040.4500.220594.7942.2971.5101.1250.55132.3971.1490.7550.5630.2756105.8212.7891.8341.3660.66942.9111.3950.9170.6830.3347116.9853.3472.2011.6390.80333.4931.6741.1010.8200.4016128.2173.9382.5891.9290.94504.1091.9691.2950.9660.4725139.5874.5943.0212.2501.10254.7942.2971.5111.1250.55131411.0255.2833.4742.5881.26795.5132.6421.7371.2940.63391512.6006.0383.9702.9571.44906.3003.0191.9851.4790.7245

计算公式同等高式

h=63mm1.28.8(二)砖砌大方脚折加高度表（3）等高式(标准砖)砖柱基大放脚四边折加高度表矩形砖柱断面断面尺寸(m)断面积(m2)大放脚层数(每层二皮砖)一层二层三层四层五层六层七层八层每个柱基四边的折加高度(m)1×10.24×0.240.05760.1680.5641.2712.3443.5025.8588.45811.701×10.24×0.3650.08760.1260.4440.9691.7672.8634.3256.1958.5011×20.24×0.490.11760.1120.3780.8211.4772.3893.5815.0796.9351×20.24×0.6150.14760.1040.3370.7331.3122.103.1334.4236.0111×10.365×0.3650.13320.0990.3330.7241.3062.1073.1584.4836.1241×20.365×0.490.17890.0870.2790.6061.0891.7342.5813.6464.9561×20.365×0.6150.22450.0790.2510.5350.9521.5132.2423.1544.2661×30.365×0.740.27010.070.2290.4880.8621.3692.0172.8243.8052×20.49×0.490.24010.0740.2340.5010.8891.4152.0962.953.9862×20.49×0.6150.30140.0630.2060.4880.7731.2251.8052.5323.4112×30.49×0.740.36260.0590.1860.3970.6981.0991.6162.2563.022×30.49×0.8650.42390.0570.1750.3680.6421.0091.482.062.7592×20.615×0.6150.37820.0560.1790.380.6681.0551.5492.142.8812×30.615×0.740.45510.0520.1630.3430.5990.9411.3771.922.5722×30.615×0.8650.5320.0470.1500.3160.5150.8611.2571.7462.3323×30.74×0.740.54760.0460.1460.3010.5330.8361.2221.8042.266注：本表为砖柱四周大放脚之折加高度，不包括砖柱本身折加高度=1.28.9(二)砖砌大方脚折加高度表矩形砖柱断面断面尺寸(m)断面积(m2)大放脚层数(二皮砖和一皮砖间隔)二层三层四层五层六层七层八层每个柱基四边的折加高度(m)1×10.24×0.240.05760.4881.0751.8963.1084.6756.7209.2081×10.24×0.3650.08760.3700.8151.4372.3153.4514.9126.6871×20.24×0.490.11760.3210.6891.2031.9242.8434.0265.4521×20.24×0.6150.14760.2850.6131.0651.6982.4883.5014.7181×10.365×0.3650.13320.2840.6681.0631.7032.5113.5564.8151×20.365×0.490.17890.2360.5060.8801.3962.0492.8903.8891×20.365×0.6150.22450.2120.4510.7711.2201.7812.4963.3471×30.365×0.740.27010.1920.4110.6991.1031.5992.2352.9832×20.49×0.490.24010.1980.4180.7171.1411.6662.3193.1302×20.49×0.6150.30140.1730.3690.6240.9861.4342.0012.6082×30.49×0.740.36260.1590.3330.5831.1621.2811.7842.3742×30.49×0.8650.42390.1460.3080.5180.8121.1721.6282.1622×20.615×0.6150.37820.1520.3200.5390.8561.2281.7102.2772×30.615×0.740.45510.1360.2870.4830.7571.0921.5152.0152×30.615×0.8650.53200.1270.2640.4430.6920.9951.3781.8273×30.74×0.740.54760.1230.2570.4310.6720.9671.3581.7751.28.10(二)砖砌大方脚折加高度表大放脚层墙厚度半砖105mm一砖216mm一砖半331mm二砖442mm二砖半557mm三砖668mm一层0.1120.0560.0360.0280.0210.018二层0.3400.1670.1080.0820.0640.054三层0.6800.3350.2160.1640.1280.108四层1.1370.5570.3610.2720.2140.180五层1.7050.8350.5410.4080.3210.270六层2.3901.1670.7580.5710.4500.378七层—1.5571.0110.7610.6010.503八层—2.0001.3000.9780.7730.647九层—2.5001.6271.2220.9660.808十层—3.0551.9871.4931.1810.9881.28.11(二)砖砌大方脚折加高度表（6）间隔式八五砖砖墙基单位：m墙厚度

大放脚层数半砖105mm一砖216mm一砖半331mm二砖442mm二砖半557mm三砖668mm一层0.1120.0560.0360.0280.0210.018二层0.2840.1390.0900.0680.0540.045三层0.5660.2800.1800.1360.1070.090四层0.9110.4450.2890.2170.1720.144五层1.3630.6680.4320.3270.2570.218六层1.8790.9160.5960.4480.3540.296七层—1.2240.7940.5980.4720.396八层—1.5551.0120.7600.6010.503九层—1.9461.2630.9510.7510.629十层—2.3591.5361.1530.9130.763十一层—2.8341.8421.3851.0940.916十二层—3.3302.1691.6271.2891.077注：八五砖规格为216mm×105mm×43mm，灰缝10mm。计算公式：M=式中，M—折加高度；A—大放脚两边的面积；Z—砖墙厚度。1.28.12(二)砖砌大方脚折加高度表（7）等高式八五砖砖柱基四边大放脚体积表单位：m3a+b(cm)大放脚层数(每层二皮砖)1234567843.20.0060.0220.0490.0900.1490.2270.327—54.70.0080.0260.0570.1040.1680.2540.3640.50066.20.0090.0300.0650.1170.1880.2820.4010.54777.30.0100.0340.0730.1300.2080.3100.4380.59588.40.0120.0380.0810.1430.2280.3380.4750.64299.90.0130.0420.0890.1560.2480.3650.5120.690111.40.0140.0460.0960.1700.2680.3930.5490.738122.50.0160.0500.1040.1830.2880.4210.5860.785133.60.0170.0540.1120.1960.3070.4490.6230.833145.10.0180.0580.1200.2090.3270.4770.6600.880156.60.0200.0610.1280.2230.3470.5040.6970.928167.70.0210.0650.1360.2360.3670.5320.7340.976178.80.0220.0690.1440.2490.3870.5600.7711.023190.30.0240.0730.1520.2620.4070.5880.8081.071201.80.0250.0770.1600.2750.4260.6150.8451.118212.90.0260.0810.1770.2890.4460.6430.8821.1662240.0280.0850.1850.3020.4660.6710.9191.214注：八五砖规格：216mm×105mm×43mm，灰缝10mm。a+b即砖柱两边的长度，如右图所示：例：砖柱断面为1砖×1砖，a+b=21.6+33.1=54.7(cm)。1.28.13(二)砖砌大方脚折加高度表a+b(cm)大放脚层数(每层二皮砖)1234567843.20.0070.0180.0380.0660.1040.1510.2110.28254.70.0080.0220.0450.0770.1200.1740.2410.32166.20.0090.0250.0520.0880.1370.1970.2720.36077.30.0110.0290.0590.0990.1540.2200.3020.39988.40.0120.0320.0660.1100.1700.2420.3330.43899.90.0130.0350.0720.1190.1840.2610.3580.470111.40.0150.0390.0800.1320.2040.2880.3940.515122.5