建筑工程主要材料消耗量指标概述(doc 9页)dpeu.docx

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1、32-77-3建建筑工程程主要材材料消耗耗量指标标32-77-3-1各类类结构工工业厂房房每1000m2建筑面面积主要要材料消消耗量参参考指标标各类结构构工业厂厂房每1000m2建筑面面积主要要材料消消耗量参参考指标标，见表表32-29。各类结构构工业厂厂房每1000m2建筑面面积主要要材料消消耗参考考指标表表32-29序号名称单位单层工业业厂房多层厂房房钢结构混混凝土框架35层砖混24层1水泥t172222222615220576622钢筋t22.53523.611.55122.53型钢（含含铁件）t0.410.10.220.10.11519.55200.54板方材m30.610.81.22

2、22.4303325红机砖千块2022510220162242.22.446石灰t22.51.521.62.667砂子t40770508806077217017558石子t601100708804055026026559玻璃m2283302222624330注：抗震震烈度为为7度。32-77-3-2民用用建筑每每平方米米建筑面面积三材材消耗量量指标“八五”期间北北京地区区民用建建筑预算算每平方方米建筑筑面积三三材消耗耗量指标标，见表表32-30。“八五”期间北北京地区区民用建建筑预算算每平方方米建筑筑面积三三材消耗耗量指标标表32-30序号工程名称称结构类型型钢材（kkg）水泥（kkg）木材（

3、mm3）1板式多层层住宅砖混2122314016000.022500.0332板式多层层住宅内模外砖砖2322515017000.0330.03553板式多层层住宅内模外挂挂板7077525027000.033500.0444塔式多层层住宅砖混2122314016000.022500.0335多层小天天井住宅宅砖混2122314016000.022500.0336多层装配配壁板住住宅全装配3544020022000.033500.0447塔式高层层住宅内模外挂挂板7077525027000.033500.0448塔式高层层住宅内轻质外外挂板7588026028000.033500.0449塔式

4、高层层住宅滑升6577023025000.0330.035510塔式高层层装配壁壁板住宅宅全装配7588027029000.0330.035511板式高层层住宅内模外挂挂板7077525027000.0440.045512板式高层层住宅框架外挂挂板6577026028000.033500.04413板式高层层装配板板住宅全装配7588027029000.0330.035514多层单身身宿舍砖混2022213015000.0330.035515托儿所、幼儿园砖混2022214016000.022500.03316中、小学学砖混2222415017000.022500.03317教学楼框架7077

5、525027000.033500.04418教学楼砖混2522816018000.0330.035519电化教学学楼框架7077525027000.033500.04420化学物理理楼框架7077525027000.033500.04421图书馆框架8099027030000.0440.045522办公楼砖混2733016018000.0330.035523办公楼框架6066524026000.0440.045524科研楼砖混2522817019000.0330.035532-77-3-3“八五”期间各各省（区区）市住住宅工程程平均材材料消耗耗量指标“八五”期间各各省（区区）市住住宅工程程平均

6、材材料消耗耗量指标标，见表表32-31。“八五”期间各各省、（区区）市住住宅工程程平均材材料消耗耗指标表表32-31地区每平方米米建筑面面积平均均材料消消耗量钢材（t）木材（m3）水泥（t）砖（千块）砂（m3）石灰（t）玻璃（m2）北京0.0330.0330.1550.24400.43360.02240.1997河北0.0550.0330.1550.24450.52280.04470.2118内蒙古0.0220.0220.1880.23370.57780.18880.3776辽宁0.0220.0330.1770.16690.46610.03310.2111沈阳0.0220.0330.1770.

7、20050.53330.02250.2112大连0.0110.0440.1440.21100.92270.02250.3661吉林0.0220.0440.1660.23370.39930.01190.3993长春0.0220.0440.1550.23370.61170.02200.3448黑龙江0.2000.0330.1770.26650.45500.04420.3885哈尔滨0.0220.0220.1660.37730.68820.03300.3111江苏0.0220.0220.1880.29950.62200.03320.1777南京0.0330.0220.2000.21120.55500

8、.02200.1886浙江0.0440.0330.2880.16640.04400.09980.1336安徽0.0220.0330.1660.40080.37730.11101.0333福建0.0330.O880.2000.21150.57740.02200.1118厦门0.0440.0550.2000.13370.36660.00050.0668青岛0.0110.0660.1880.24400.47770.02250.1665湖北0.0110.0550.1770.21170.49950.00090.1116武汉0.0220.0440.1660.20000.61100.03310.1334广东

9、0.0440.0110.2440.11121.24420.01110.1556广西0.0110.0440.1440.14480.46620.00070.2118重庆0.0440.0550.322云南0.0330.0220.2220.17730.70030.01100.2007西安0.0330.0440.1660.10090.35530.08820.2449甘肃0.0440.0220.1880.04480.39900.10060.3330青海0.0220.0440.1440.33300.55500.03300.5220宁夏0.0330.0220.1660.22240.42230.04480.16

10、65新疆0.0440.0110.2220.19930.93330.00030.4220华北0.0330.0220.1660.24410.51140.08860.2664东北0.0220.0440.1660.24420.58800.02270.3117华东0.0330.0440.2000.23390.42290.04440.2669中南0.0220.0440.1880.16690.70020.01150.1556西南0.0440.0440.2770.08860.35510.00050.1003西北0.0330.0330.1770.18810.53300.05540.3337注：本表表以多层层砖混

11、结结构住宅宅为主。32-77-3-4北京京地区高级级公共建建筑每平平方米建建筑面积积工料消消耗指标标北京地区区高级公公共建筑筑每平方方米建筑筑面积工工料消耗耗指标，见见表32-32。北京地区区高级公公共建筑筑每平方方米建筑筑面积工工料消耗耗指标表表32-32项目名称称用工量(工日)钢材(kg)木材(m3)水泥(kg)玻璃(m2)砖(块)石子(kg)砂子(kg)结构形式建筑面积积(m2)长富宫中中心15.66196.70.0662490.166550651404钢结构958665国际大厦厦14.221120.02292990.144329829477现浇框筒筒488005汇宾大厦厦10.2222

12、5.70.05563640.344176980887现浇框架架381336东方艺术术大厦7.81200.05593680.0997565110122现浇框剪剪556557亮马河大大厦12.11116.80.011522810.26619795469现浇框剪剪309333国际饭店店15.991700.10053790.188547732462剪力墙1022264建国饭店店10.33590.02222860.22258862581剪力墙296115城市宾馆馆30.22137.80.03352560.25586840915现浇框剪剪300226北京图书书馆141800.04453550.244235

13、13422754现浇框架架1454462清华大学学图书馆馆111200.04432770.200240658439砖混225558广播学院院图书馆馆7.159.660.03381560.211237310410现浇框架架83111北京急救救中心14146.30.08861580.244110456529现浇框架架129222空军总医医院病房房楼11.5587.110.04451950.366277390450现浇框剪剪121338北京剧院院8.8229.50.07784600.355140760883现浇框架架113555北辰康乐乐宫9.7257.20.06634750.45512563058

14、0现浇框架架234449英东游泳泳馆182960.06614750.3001201734411000钢结构382559奥体中心心排球馆馆152620.05594420.25511013777941钢结构253338木樨园体体育馆14.441760.06604010.36610515833682现浇框架架10033232-77-3-5每立立方米混混凝土中中模板接接触面积积参考一、现浇浇混凝土土（表332-333）现浇混凝凝土每立立方米混混凝土中中模板接接触面积积参考表表表32-33序号项目单位模板接触触面积m21带形基础础毛石混凝凝土m33.07722无筋混凝凝土m33.66663有梁有筋筋m3

15、2.19974无梁有筋筋m30.59945独立基础础毛石混凝凝土m32.03356无筋有筋筋混凝土土m32.10077杯型基础础m31.83368满堂基础础无梁式m30.46609有梁式m31.299510独立桩承承台m31.999411混凝土基基础垫层层m31.388312人工挖孔孔桩护壁壁m37.655113设备基础础5m3以以内m33.20091420m33以内m31.644315100mm3以内m31.311316100mm3以外m30.444617矩形柱m310.552618异形柱m39.322019圆形柱m37.833720构造柱m36.000021基础梁m37.899922单梁、

16、连连续梁m39.600623异形梁m38.777224过梁m39.688125拱梁m37.622226弧形梁m38.377427圈梁m36.577928弧形圈梁梁m36.300129直形墙m37.444030电梯井壁壁m313.000431有梁板m36.900132无梁板m34.855433平板m37.444034拱板m38.033935直形楼梯梯m32.122336圆弧形楼楼梯m32.122337悬挑板m395.223838栏板m333.889839门框m314.114440框架柱接接头m313.333341台阶m360.997642沟道m311.111143天沟、挑挑檐m314.33064

17、4小型构件件m330.448845扶手m374.662746池槽m328.5570注：表332-333表32-36摘自20001年北京京市建设设工程预预算定额额。二、现场场预制混混凝土（表表32-34）现场预制制混凝土土每立方方米混凝凝土中模模板接触触面积参参考表表表32-34序号项目单位模板接触触面积m21矩形柱m33.04462工字形柱柱m37.12233双肢形柱柱m34.12254空格柱m36.66685围墙柱m311.7766矩形梁m312.2267异形梁m39.96628过梁m312.4459托架梁m311.559710鱼腹式吊吊车梁m313.662811拱形梁m36.16612折线

18、形屋屋架m313.44613三角形屋屋架m316.223514组合屋架架m313.66515薄腹屋架架m315.77416门式刚架架m38.399817天窗架m38.300518天窗端壁壁板m327.666319平板m34.83320大型屋面面板m332.114121单肋板m335.114922天沟板m322.555123折板m31.83324挑檐板m34.36625地沟盖板板m36.62226窗台板m312.11127隔板m37.08828栏板m37.89929遮阳板m316.55130檩条m344.00431天窗上下下档及封封檐板m329.33632阳台m35.644233雨篷m311.7

19、77734垃圾、通通风道m30.711535漏空花格格m3105.795536门窗框m315.11337小型构件件m321.00638池槽m312.885639栏杆m3177.7140扶手m313.99941井盖板m34.811742井圈m317.7756三、构筑筑物（表表32-35）构筑物每每立方米米混凝土土中模板板接触面面积参考考表表32-35序号项目单位模板接触触面积m21水塔塔身筒式m315.99742挂式m311.55343水箱内壁m314.22054外壁m311.99765塔顶m37.40076塔底m35.69927回廊及平平台m39.25598贮水池平底m30.20029坡底m3

20、0.933010矩形m310.005011贮水油池池池壁圆形m311.664112池盖无梁盖m33.244913肋形盖m31.111014无梁盖柱柱m38.788715沉淀池水水槽m321.009716沉淀池壁壁基梁m34.299917贮仓圆形顶板m37.355318底板m32.588019立壁m30.911720矩形壁m35.188432-77-3-6每立立方米钢钢筋混凝凝土钢筋筋含量参参考每立方米米钢筋混混凝土钢钢筋含量量参考，见见表32-36。每立方米米钢筋混混凝土钢钢筋含量量参考表表表32-36序号项目单位钢筋（kkg）10以以内10以以外1带形基础础有梁式m312.00071.000

21、2板式m39.00062.3303独立基础础m36.00045.0004杯形基础础m32.00024.3305满堂基础础有梁式m34.30098.2206无梁式m344.66060.4407独立桩承承台m319.00052.0008设备基础础5m3以以内m314.00020.000920m33以内m312.00018.00010100mm3以内m310.00016.00011100mm3以外m310.00016.00012梁基础梁m353.55065.44013单梁、连连续梁m324.44087.66014异形梁m326.880110.5015过梁m334.77067.22016拱形弧梁梁m3

22、26.880109.2017圈梁m326.33099.00018柱矩形m318.770103.3019圆形、异异形m322.000116.5020直形墙m350.66036.00021电梯井壁壁m323.22078.44022弧形墙m346.00049.00023大钢栏板板墙m351.00043.00024板有梁板m357.55062.88025无梁板m350.99015.44026拱板m342.00054.33027楼梯m36.50012.77028悬挑板m3119.0029栏板m371.00030门框m320.55069.99031框架柱接接头m334.00032天沟挑檐檐m357.44033池槽m352.00025.00034小型构件件m392.000