建筑施工之建筑工程主要材料消耗量指标32-7-3-1各类结构工业厂房每100m2建筑面积主要材料消耗量参考指标各类结构工业厂房每100m2建筑面积主要材料消耗量参考指标,见表32-29。各类结构工业厂房每100m2建筑面积主要材料消耗参考指标表32-29序号名称单位单层工业厂房多层厂房钢结构混凝土框架3~5层砖混2~4层1水泥t17~2222~2615~2057~622钢筋t2~2.53~52~3.611.5~12.53型钢(含铁件)t0.4~10.1~0.20.1~0.1519.5~20.54板方材m30.6~10.8~1.22~2.430~325红机砖千块20~2510~2016~242.2~2.46石灰t2~2.51.5~21.6~2.67砂子t40~7050~8060~72170~1758石子t60~10070~8040~50260~2659玻璃m228~3022~2624~30注:抗震烈度为7度。32-7-3-2民用建筑每平方米建筑面积三材消耗量指标“八五”期间北京地区民用建筑预算每平方米建筑面积三材消耗量指标,见表32-30。“八五”期间北京地区民用建筑预算每平方米建筑面积三材消耗量指标表32-30序号工程名称结构类型钢材(kg)水泥(kg)木材(m3)1板式多层住宅砖混21~23140~1600.025~0.032板式多层住宅内模外砖23~25150~1700.03~0.0353板式多层住宅内模外挂板70~75250~2700.035~0.044塔式多层住宅砖混21~23140~1600.025~0.035多层小天井住宅砖混21~23140~1600.025~0.036多层装配壁板住宅全装配35~40200~2200.035~0.047塔式高层住宅内模外挂板70~75250~2700.035~0.048塔式高层住宅内轻质外挂板75~80260~2800.035~0.049塔式高层住宅滑升65~70230~2500.03~0.03510塔式高层装配壁板住宅全装配75~80270~2900.03~0.03511板式高层住宅内模外挂板70~75250~2700.04~0.04512板式高层住宅框架外挂板65~70260~2800.035~0.0413板式高层装配板住宅全装配75~80270~2900.03~0.03514多层单身宿舍砖混20~22130~1500.03~0.03515托儿所、幼儿园砖混20~22140~1600.025~0.0316中、小学砖混22~24150~1700.025~0.0317教学楼框架70~75250~2700.035~0.0418教学楼砖混25~28160~1800.03~0.03519电化教学楼框架70~75250~2700.035~0.0420化学物理楼框架70~75250~2700.035~0.0421图书馆框架80~90270~3000.04~0.04522办公楼砖混27~30160~1800.03~0.03523办公楼框架60~65240~2600.04~0.04524科研楼砖混25~28170~1900.03~0.03532-7-3-3“八五”期间各省(区)市住宅工程平均材料消耗量指标“八五”期间各省(区)市住宅工程平均材料消耗量指标,见表32-31。“八五”期间各省、(区)市住宅工程平均材料消耗指标表32-31地区每平方米建筑面积平均材料消耗量钢材(t)木材(m3)水泥(t)砖(千块)砂(m3)石灰(t)玻璃(m2)北京0.030.030.150.2400.4360.0240.197河北0.050.030.150.2450.5280.0470.218内蒙古0.020.020.180.2370.5780.1880.376辽宁0.020.030.170.1690.4610.0310.211沈阳0.020.030.170.2050.5330.0250.212大连0.010.040.140.2100.9270.0250.361吉林0.020.040.160.2370.3930.0190.393长春0.020.040.150.2370.6170.0200.348黑龙江0.200.030.170.2650.4500.0420.385哈尔滨0.020.020.160.3730.6820.0300.311江苏0.020.020.180.2950.6200.0320.177南京0.030.020.200.2120.5500.0200.186浙江0.040.030.280.1640.0400.0980.136安徽0.020.030.160.4080.3730.1101.033福建0.030.O80.200.2150.5740.0200.118厦门0.040.050.200.1370.3660.0050.068青岛0.010.060.180.2400.4770.0250.165湖北0.010.050.170.2170.4950.0090.116武汉0.020.040.160.2000.6100.0310.134广东0.040.010.240.1121.2420.0110.156广西0.010.040.140.1480.4620.0070.218重庆0.040.050.32云南0.030.020.220.1730.7030.0100.207西安0.030.040.160.1090.3530.0820.249甘肃0.040.020.180.0480.3900.1060.330青海0.020.040.140.3300.5500.0300.520宁夏0.030.020.160.2240.4230.0480.165新疆0.040.010.220.1930.9330.0030.420华北0.030.020.160.2410.5140.0860.264东北0.020.040.160.2420.5800.0270.317华东0.030.040.200.2390.4290.0440.269中南0.020.040.180.1690.7020.0150.156西南0.040.040.270.0860.3510.0050.103西北0.030.030.170.1810.5300.0540.337注:本表以多层砖混结构住宅为主。32-7-3-4北京地区高级公共建筑每平方米建筑面积工料消耗指标北京地区高级公共建筑每平方米建筑面积工料消耗指标,见表32-32。北京地区高级公共建筑每平方米建筑面积工料消耗指标表32-32项目名称用工量(工日)钢材(kg)木材(m3)水泥(kg)玻璃(m2)砖(块)石子(kg)砂子(kg)结构形式建筑面积(m2)长富宫中心15.6196.70.062490.16550651404钢结构95865国际大厦14.21120.0292990.14329829477现浇框筒48805汇宾大厦10.2225.70.0563640.34176980887现浇框架38136东方艺术大厦7.81200.0593680.09756511012现浇框剪55657亮马河大厦12.1116.80.01522810.2619795469现浇框剪30933国际饭店15.91700.1053790.18547732462剪力墙102264建国饭店10.3590.0222860.2258862581剪力墙29615城市宾馆30.2137.80.0352560.2586840915现浇框剪30026北京图书馆141800.0453550.242351342754现浇框架145462清华大学图书馆111200.0432770.20240658439砖混22558广播学院图书馆7.159.60.0381560.21237310410现浇框架8311北京急救中心14146.30.0861580.24110456529现浇框架12922空军总医院病房楼11.587.10.0451950.36277390450现浇框剪12138北京剧院8.8229.50.0784600.35140760883现浇框架11355北辰康乐宫9.7257.20.0634750.45125630580现浇框架23449英东游泳馆182960.0614750.3012017341100钢结构38259奥体中心排球馆152620.0594420.251101377941钢结构25338木樨园体育馆14.41760.0604010.361051583682现浇框架1003232-7-3-5每立方米混凝土中模板接触面积参考一、现浇混凝土(表32-33)现浇混凝土每立方米混凝土中模板接触面积参考表表32-33序号项目单位模板接触面积m21带形基础毛石混凝土m33.0722无筋混凝土m33.6663有梁有筋m32.1974无梁有筋m30.5945独立基础毛石混凝土m32.0356无筋有筋混凝土m32.1077杯型基础m31.8368满堂基础无梁式m30.4609有梁式m31.29510独立桩承台m31.99411混凝土基础垫层m31.38312人工挖孔桩护壁m37.65113设备基础5m3以内m33.2091420m3以内m31.64315100m3以内m31.31316100m3以外m30.44617矩形柱m310.52618异形柱m39.32019圆形柱m37.83720构造柱m36.00021基础梁m37.89922单梁、连续梁m39.60623异形梁m38.77224过梁m39.68125拱梁m37.62226弧形梁m38.37427圈梁m36.57928弧形圈梁m36.30129直形墙m37.44030电梯井壁m313.00431有梁板m36.90132无梁板m34.85433平板m37.44034拱板m38.03935直形楼梯m32.12336圆弧形楼梯m32.12337悬挑板m395.23838栏板m333.89839门框m314.14440框架柱接头m313.33341台阶m360.97642沟道m311.11143天沟、挑檐m314.30644小型构件m330.48845扶手m374.62746池槽m328.570注:表32-33~表32-36摘自2001年北京市建设工程预算定额。二、现场预制混凝土(表32-34)现场预制混凝土每立方米混凝土中模板接触面积参考表表32-34序号项目单位模板接触面积m21矩形柱m33.0462工字形柱m37.1233双肢形柱m34.1254空格柱m36.6685围墙柱m311.766矩形梁m312.267异形梁m39.9628过梁m312.459托架梁m311.59710鱼腹式吊车梁m313.62811拱形梁m36.1612折线形屋架m313.4613三角形屋架m316.23514组合屋架m313.6515薄腹屋架m315.7416门式刚架m38.39817天窗架m38.30518天窗端壁板m327.66319平板m34.8320大型屋面板m332.14121单肋板m335.14922天沟板m322.55123折板m31.8324挑檐板m34.3625地沟盖板m36.6226窗台板m312.1127隔板m37.0828栏板m37.8929遮阳板m316.5130檩条m344.0431天窗上下档及封檐板m329.3632阳台m35.64233雨篷m311.77734垃圾、通风道m30.71535漏空花格m3105.79536门窗框m315.1337小型构件m321.0638池槽m312.85639栏杆m3177.7140扶手m313.9941井盖板m34.81742井圈m317.756三、构筑物(表32-35)构筑物每立方米混凝土中模板接触面积参考表表32-35序号项目单位模板接触面积m21水塔塔身筒式m315.9742挂式m311.5343水箱内壁m314.2054外壁m311.9765塔顶m37.4076塔底m35.6927回廊及平台m39.2598贮水池平底m30.2029坡底m30.93010矩形m