預(yù)算員實(shí)用手冊(cè)大全

1、目 錄每立方米混凝土中工程量比例.1建筑工程用圓釘規(guī)格比例.2各種方形磚柱每1米高度用料參考.2每百平方米模板木材用料比例.3每百平方米模板木材需用量.3各種厚度磚墻每1平方米用料參考.3各種磚砌體每1立方米用料參考.4建筑工程用鋼筋規(guī)格比例參考.4國(guó)際及有關(guān)部（委）標(biāo)準(zhǔn)代號(hào)名稱.4扣件式鋼管腳手架材料參考用量（1000平方米墻面）5每平方米建筑工程需用腳手架材料.6扣件式鋼管腳手架構(gòu)造參數(shù)（單位：米）.7鋼模板規(guī)格.7外腳手架材料需用數(shù)量參考.8各類模板周轉(zhuǎn)次數(shù)參考.9木、竹腳手架材料參考用量（每1000平方米墻面）.10不同標(biāo)號(hào)水泥換用系數(shù)表.11英制線規(guī)號(hào)碼與毫米對(duì)照.12進(jìn)口合同號(hào)碼末

2、位英文字母代表的國(guó)家或地區(qū).13建筑材料損耗率.14型鋼規(guī)格表示方法.25預(yù)應(yīng)力砼結(jié)構(gòu)用碳素鋼絲的規(guī)格及理論重量.25一般用電鍍鋅低碳鋼絲的規(guī)格及理論重量.26預(yù)應(yīng)力砼結(jié)構(gòu)用刻痕鋼絲的規(guī)格及理論重量.27常用鋼材每米理論重量簡(jiǎn)化計(jì)算式.27一般用低碳鋼絲的規(guī)格及理論重量.28花紋鋼板理論重量.29熱軋等邊角鋼的尺寸及理論重量 .30六角鋼每米理論重量.33熱軋螺紋鋼筋的規(guī)格及理論重量.34熱扎圓鋼方鋼的規(guī)格及理論重量35熱軋不等邊角鋼的尺寸及理論重量. 38馬口鐵理論重量.41熱軋常用槽鋼的產(chǎn)品規(guī)格及理論重量. .42熱軋普通工字鋼的規(guī)格及理論重量.44鍍鋅板薄板理論重量.46鋼板的規(guī)格及理論

3、重量.48扁鋼的尺寸及理論重量.50水、煤氣輸送管道的規(guī)格及理論重量.53電線套管規(guī)格及理論重量.55無(wú)縫鋼管規(guī)格及理論重量.56普通鋼絲繩理論重量62鋼軌理論重量65原木的材積標(biāo)準(zhǔn)67板材、方材分類表68刷油、防腐蝕、絕熱工程量計(jì)算公式69 扣件式鋼管腳手架材料參考用量（1000平方米墻面）名稱單位墻高20米墻高10米單排雙排單排雙排1鋼管立桿米54610925831166大橫桿米80515608341565小橫桿米924882998897剪刀撐米183183100100小計(jì)米2458371725153728鋼管重量噸9.4414.279.6614.322扣件直角扣件個(gè)90816889431

4、685回轉(zhuǎn)扣件個(gè)75754040雙接扣件個(gè)206404189361底座個(gè)265253106小計(jì)個(gè)1215221912252192扣件重量噸1.632.981.652.973鋼材重量噸11.0717.2511.3117.29-5-備注1.手架構(gòu)造：立桿縱向間距2000，橫向間距1500（單排距墻面），大橫桿步距1300（最下一步為1800）。高20米者搭15步25跨，設(shè)剪刀撐三道；高10米者搭7步52跨，設(shè)剪刀撐四道2.扣件每個(gè)重：直角扣件1.25公斤，回轉(zhuǎn)扣件1.5公斤，對(duì)接扣件1.6公斤3.底座用8毫米厚鋼板和603.5鋼管焊接，每個(gè)重2.14公斤4.大橫桿中包括欄桿平方米建筑工程需用腳手架

5、材料建筑面積杉木（6米長(zhǎng)）（根）排木（2米長(zhǎng)）（根）腳手板（4米長(zhǎng)）（塊）8號(hào)鐵絲（公斤）草繩（公斤）麻繩（公斤）在50-200平方米以內(nèi)0.90.490.610.281.120.73在200-500平方米以內(nèi)0.510.280.320.1620.650.43在500平方米以上0.390.210.240.130.490.35-6-扣件式鋼管腳手架構(gòu)造參數(shù)（單位：米）用途腳手架構(gòu)造形式里力桿里墻面的距離立桿間距操作層小橫桿間 距大橫桿步距小橫桿挑向墻面的懸臂橫向縱向砌筑單排-1.2-1.52.00.671.2-1.4-雙排0.51.52.01.01.2-1.40.4-0.45裝修單排-1.2-1

6、.52.21.11.6-1.8-雙排0.51.52.21.11.6-1.80.35-0.45鋼模板規(guī)格規(guī)格（毫米）平面模板陰角模板陽(yáng)腳模板聯(lián)結(jié)角模寬 度300、250、200、150、10015015010010050501001505050長(zhǎng) 度1500、1200、900、750、600、450、300肋 高55 -7-外腳手架材料需用數(shù)量參考項(xiàng) 目杉桿腳手桿8#鐵線（不包括翻板用量）8#鐵線（翻板用量）7米以上7米以下排木（根）（立方米）（公斤）外架實(shí)綁高度（米以內(nèi)）10座2472561.4100361524128721.4135452072164851.9177852596208922.

7、5218105301842871182.8292168352503701482.9356212403164531783420255453825362083.1484298 -8-各類模板周轉(zhuǎn)次數(shù)參考序項(xiàng) 目周轉(zhuǎn)次數(shù)一現(xiàn)澆1、 基礎(chǔ)、梁、柱、貯倉(cāng)、樓梯、陽(yáng)臺(tái)、池、槽等2、 板及支撐梁、殼支撐5-69-10二裝配式3、 工字型、雙肢、管形柱、人字梁、管道支架、薄腹梁4、 巨型梁、柱5、 過(guò)梁6、 門架10-15203040三翻模板7、 大型壁板8、 天溝板9、 T型、魚(yú)腹式吊車梁10、 檁條11、 槽形、空心板、單梁、過(guò)梁12、 平板608090100200300四工具式模板13、 木模板14、鋼

8、木模板15、金屬模板16、防水纖維模板17、防水膠合板模板15-2560-100400-60010-2050-70 -9-木、竹腳手架材料參考用量（每1000平方米墻面）名稱單位墻高20米墻高10米備注木腳手架竹腳手架木腳手架竹腳手架單排雙排雙排單排雙排雙排杉桿：梢徑7厘米 長(zhǎng)6米根202338立桿，剪刀撐用杉桿：梢徑7厘米 長(zhǎng)8米根153258立桿，剪刀撐用杉桿：梢徑8厘米 長(zhǎng)8米根119231126238大橫桿用木桿：梢徑8厘米 長(zhǎng)2米根594594611611小橫桿用毛竹：梢徑7.5厘米 長(zhǎng)6米根10281035立桿、大橫桿、剪刀撐、頂撐用梢徑9厘米長(zhǎng)2米根594611小橫桿用 -10-

9、木材合計(jì)立方米31.651.829.848鐵線8#公斤276517291531竹篾：長(zhǎng)2.5-2.7米每把6-7根把33503270不同標(biāo)號(hào)水泥換用系數(shù)表 設(shè)計(jì)標(biāo)號(hào)現(xiàn)有標(biāo)號(hào)22527532542552562522510.850.790.730.630.542751.1710.830.750.680.633251.21.2110.880.860.844251.361.351.1510.920.905251.601.481.171.0910.956251.781.601.191.101.051 -11-例：假設(shè)C20混凝土每立方米用425號(hào)水泥304公斤，現(xiàn)改用525號(hào)水泥，查表，設(shè)計(jì)標(biāo)號(hào)425號(hào)

10、與現(xiàn)有標(biāo)號(hào)525相對(duì)應(yīng)，得換用系數(shù)0.92，則525號(hào)水泥用量=0.92304=280（公斤）英制線規(guī)號(hào)碼與毫米對(duì)照號(hào)碼毫米號(hào)碼毫米號(hào)碼毫米號(hào)碼毫米號(hào)碼毫米008.839103.251210.813320.274430.09108.230112.946220.711330.254440.08117.620122.642230.610340.234450.07127.010132.337240.559350.213460.06136.401142.032250.508360.193470.05145.893151.829260.457370.173480.04155.385161.626270.

11、417380.152490.03164.877171.422280.376390.132500.02574.470181.219290.345400.12284.064191.016300.315410.11293.658200.914310.295420.102 -12-進(jìn)口合同號(hào)碼末位英文字母代表的國(guó)家或地區(qū)符 號(hào)國(guó)家或地區(qū)符 號(hào)國(guó)家或地區(qū)AQ印度MR美國(guó)B比利時(shí)N日本C斯里蘭卡O奧地利D聯(lián)邦德國(guó)P巴基斯坦E英國(guó)Q印度尼西亞EC西班牙R緬甸EN挪威S瑞典ES南斯拉夫T瑞士F法國(guó)UD澳大利亞H荷蘭V芬蘭L意大利W阿根廷M丹麥Y埃及MC加拿大Z其他-13-型鋼規(guī)格表示方法名 稱工 字 鋼槽 鋼

12、等 邊 角鋼不等邊角鋼表示方法高度腿寬腰厚或型號(hào)高度腿寬腰厚或型號(hào)邊寬2邊厚長(zhǎng)邊寬度短邊寬度邊厚表示方法舉例工100684.5或工10L100485.3或L10L75210或L757510L1007510預(yù)應(yīng)力砼結(jié)構(gòu)用碳素鋼絲的規(guī)格及理論重量公稱尺寸(mm)鋼絲直徑(mm)截面面積(mm2)理論重量(kg/百米）2.52.54.913.8533.07.065.5544.012.569.8755.019.6315.4-25-一般用電鍍鋅低碳鋼絲的規(guī)格及理論重量公稱直徑（mm）理論重量（kg/百米）每捆重量（kg）公稱直徑（mm）理論重量（kg/百米）每捆重量（kg）0.200.0247101.2

13、0.888250.220.0298101.41.21500.250.0385101.61.58500.280.0483101.82.00500.300.0555102.02.47500.350.0755102.22.98500.400.987102.53.85500.450.125102.84.83500.500.154103.05.55500.550.187253.57.55500.600.222254.09.87500.700.302254.512.5500.800.395255.015.4500.900.499255.518.7501.000.617256.022.250-26-預(yù)應(yīng)力砼

14、結(jié)構(gòu)用刻痕鋼絲的規(guī)格及理論重量工稱直徑（mm）尺寸（mm）截面面積（mm2）理論重量（kg/百米）dhab2.52.52.24.04.04.913.73.03.02.64.04.07.065.44.04.03.54.04.012.569.45.05.04.44.04.019.6314.6常用鋼材每米理論重量簡(jiǎn)化計(jì)算式1)扁鋼（鋼板、鋼帶）=0.00785寬厚2）圓鋼（線材）=0.00617直徑23）鋼管=0.02466壁厚（外徑-壁厚）4）等邊角鋼=0.00785邊厚（2邊厚-邊厚）5）不等邊角鋼=0.00785（長(zhǎng)邊寬+短邊寬-邊厚）6）工字鋼=0.00785腰厚高+f（腿寬-腰厚） 式中：

15、f值：一般型號(hào)及帶a的3.34；帶b的2.65；帶c的2.267）槽鋼=0.00785腰高高+e（腿寬-腰厚） 式中e值：一般型號(hào)及帶a的3.26；帶b的2.44；帶c的2.24-27-一般用低碳鋼絲的規(guī)格及理論重量公稱直徑（mm）理論重量（kg/百米）每一標(biāo)準(zhǔn)捆重量（kg）公稱直徑（mm）理論重量（kg/百米）每一標(biāo)準(zhǔn)捆重量（kg）0.160.0158-1.41.2125.500.180.0200-1.61.5825.500.200.0247-1.82.0025.500.220.0298-2.02.4725.500.250.0385-2.22.98500.280.0483-2.53.8550

16、0.300.0555-2.84.83500.350.0755153.05.55500.400.0987153.57.55500.450.125154.09.87500.500.154154.512.5500.550.187255.015.4500.600.222255.518.7500.700.302256.022.250 -28-公稱直徑（mm）理論重量（kg/百米）每一標(biāo)準(zhǔn)捆重量（kg）公稱直徑（mm）理論重量（kg/百米）每一標(biāo)準(zhǔn)捆重量（kg）0.800.395257.030.2-0.900.499258.039.5-1.00.617259.049.9-1.20.88825.5010.0

17、61.7-花紋鋼板理論重量厚度（毫米）每平方米重量（公斤）厚度（毫米）每平方米重量（公斤）菱形2.521.6菱形542.30扁形2.522.6扁形542.30菱形325.6菱形650.10扁形326.6扁形650.10菱形433.4菱形866.80扁形434.4扁形866.80-29-熱軋等邊角鋼的尺寸及理論重量尺寸（毫米）理論重量（公斤/米）尺寸（毫米）理論重量（公斤/米）bdbd2030.8898056.21141.14567.3762531.12478.52541.45989.6583031.3731011.87441.7869068.3503631.65679.65642.163810

18、.94652.6541013.4764031.8521215.94042.42210069.36652.976710.8304532.088812.27642.7361015.120-30-尺寸（毫米）理論重量（公斤/米）尺寸（毫米）理論重量（公斤/米）bdbd4553.3691001217.89863.9851420.6115032.3321623.25743.059110711.92853.770813.53264.4651016.6905632.621219.78243.4461422.89054.251125815.50466.5681019.1336343.9071222.69654

19、.8221426.19365.7211401021.4887.4691225.522109.1511429.4907044.3721633.393-31-尺寸（毫米）理論重量（公斤/米）尺寸（毫米）理論重量（公斤/米）bdbd7055.3971601024.72966.4061229.39177.3981433.98788.3731638.5187555.8181801233.15966.9051438.38377.9761643.54289.0301848.6341011.0892001442.8941648.6801854.4012060.0562471.168注：b為邊寬，d為邊厚。b為

20、63mm，d為8mm，則其表示如下：L6328或L63638-32-六角鋼每米理論重量規(guī)格a（毫米）公斤/米規(guī)格a（毫米）公斤/米規(guī)格a（毫米）公斤/米80.435213.004010.8890.551223.294211.99100.680233.594513.77110.823243.924815.66120.979254.255016.99131.150264.595319.10141.330274.695621.32151.530285.335822.08161.740306.126024.50171.960326.966326.93182.200347.866528.70192.45

21、0368.816831.43202.720389.827033.30-33-熱軋螺紋鋼筋的規(guī)格及理論重量型號(hào)計(jì)算直徑d0（mm）尺寸（mm）計(jì)算面積(cm2)理論重量(kg/m)內(nèi)徑d外徑d1螺紋筋高h(yuǎn)縱筋高h(yuǎn)1間距l(xiāng)縱筋寬a橫筋寬br887.59.00.750.7551.250.751.10.50270.39510109.311.31.001.0071.501.001.50.7850.61712121113.01.001.0072.001.001.91.1310.88814141315.51.25772.001.001.91.5391.2116161517.51.2512.582.001.0

22、02.22.0111.5818181720.01.501.5082.001.502.22.5452.0020201922.01.51.5082.001.52.23.1422.4722222124.01.501.5082.001.52.23.8012.9825252427.01.51.582.001.52.24.9103.85282826.530.52.02.092.51.53.06.1584.83323230.534.52.02.0103.02.03.08.0426.31363634.539.52.52.5123.02.03.510.187.99404038.543.52.52.5123.02

23、.03.512.579.87-34-熱軋圓鋼方鋼的規(guī)格及理論重量直徑或邊長(zhǎng)（mm）圓 鋼方 鋼截面面積（cm2）理論重量（kg/m）截面面積（cm2）理論重量（kg/m）50.19630.1540.250.1965.50.23760.1870.300.23660.28270.2220.360.2836.50.33180.2600.420.33270.38480.3020.490.38580.50270.3950.640.50290.63620.4990.810.636100.78540.6171.000.785110.95030.7461.210.95121.1310.8881.441.131

24、31.3271.041.691.33141.5391.211.961.54151.7671.392.251.77162.0111.582.562.01-35-直徑或邊長(zhǎng)（mm）圓 鋼方 鋼截面面積（cm2）理論重量（kg/m）截面面積（cm2）理論重量（kg/m）172.2701.782.892.27182.5452.003.242.54192.8352.233.612.82203.1422.474003.14213.4642.724.413.46223.8012.984.843.80234.1553.265.294.15244.5243.555.764.52254.9093.856.254.

25、91265.3094.176.765.30275.7264.497.295.72286.1584.837.846.15296.6055.188.416.60317.5485.939.617.54-36-直徑或邊長(zhǎng)（mm）圓 鋼方 鋼截面面積（cm2）理論重量（kg/m）截面面積（cm2）理論重量（kg/m）328.0426.3110.248.04338.5536.7110.898.55349.0797.1311.569.07359.6217.5512.259.623610.187.9912.9610.173811.328.9014.4411.24-37-熱軋不等邊角鋼的尺寸及理論重量角鋼號(hào)數(shù)尺

26、寸（毫米）理論重量（公斤/米）Bbdr3.2/23220343.51.1711.5225/3.25032345.51.9082.4945.6/3.6563634562.1532.8183.4666.3/46340456773.1853.9204.6385.339(7.5/5)75505681084.8085.6997.4319.098-38-角鋼號(hào)數(shù)尺寸（毫米）理論重量（公斤/米）Bbdr9/5.69056567895.6656.7177.7568.77910/6.31006367810107.5508.7229.87812.14212.5/8125807810121111.06612.551

27、15.47418.33014/91409081012141214.16017.47520.72423.908-39-角鋼號(hào)數(shù)尺寸（毫米）理論重量（公斤/米）Bbdr16/10160100101214161319.87223.59227.24730.83520/12.5200125121416181429.76134.43639.04543.588-40-馬口鐵理論重量規(guī)格（磅）厚度（毫米）寬 度長(zhǎng) 度每張重量（公斤）每箱張數(shù)每箱重量（公斤）英寸毫米英寸毫米800.2292050828711.20.64811272.58850.2422050828711.20.68811277.06900.25

28、72050828711.20.72911281.65950.2712050828711.20.77011286.241000.2852050828711.20.81011290.721070.3062050828711.20.86711297.101120.3202050828711.20.907112101.6-41-熱軋常用槽鋼的產(chǎn)品規(guī)格及理論重量型號(hào)尺寸（毫米）理論重量（公斤/米）通常長(zhǎng)度（米）hbdtrr1550374.57.07.03.505.445-126.363404.87.57.53.756.636.565404.87.57.53.756.70880435.08.08.04.0

29、8.0410100485.38.58.54.2510.005-1912120535.59.09.04.512.0614a140586.09.59.54.7514.5314b140608.09.59.54.7516.7316a160636.510.05.017.2316160658.510.05.019.7418a180687.010.55.2520.1718180709.010.55.2522.99-42-型號(hào)尺寸（毫米）理論重量（公斤/米）通常長(zhǎng)度（米）hbdtrr120a200737.011.011.05.522.636-1920200759.011.011.05.525.7722a220

30、777.011.511.55.7524.9922220799.011.511.55.7528.4524a240787.012.012.06.026.5524b240809.012.012.06.030.6224c2408211.012.012.06.034.3927a270827.512.512.56.2530.8327b270849.512.512.56.2535.0727c2708611.512.512.56.2539.3030a300857.513.513.56.7534.4530b300879.513.513.56.7539.1630c3008911.513.513.56.7543.8

31、1-43-熱軋普通工字鋼的規(guī)格及理論重量型號(hào)尺寸（毫米）理論重量（公斤/米）通常長(zhǎng)度（米）hbdtrr110100684.57.66.53.311.25-1912120745.08.47.03.514.014140805.59.17.53.816.916160886.09.98.04.020.518180946.510.78.54.324.120a2001007.011.49.04.527.96-1920b2001029.011.49.04.531.122a2201107.512.39.54.833.024a2401168.013.010.05.037.424b24011810.013.010

32、.05.041.225a25011681310538.1-44-型號(hào)尺寸（毫米）理論重量（公斤/米）通常長(zhǎng)度（米）hbdtrr125b250118101310542.06-1927a2701228.513.710.55.342.827b27012410.513.710.55.347.130a3001269.014.411.05.548.030b30012811.014.411.05.552.730c30013013.014.411.05.557.436a36013610.015.812.06.059.936b36013812.015.812.06.065.636c36014014.015.81

33、2.06.071.2-45-鍍鋅板薄板理論重量厚度（毫米）寬度長(zhǎng)度（毫米）75015009001800900200010002000每張重量（公斤）0.252.2103.1803.5303.9300.302.6503.820 4.2404.7100.353.0904.4504.9505.5000.403.5305.0905.6506.2800.453.9705.7206.3507.0700.504.4106.3507.0607.8500.554.8606.9907.7708.6400.605.3007.6308.4709.4200.655.7408.2709.18010.210.706.180

34、8.9009.90010.990.756.6209.54010.6011.78-46-厚度（毫米）寬度長(zhǎng)度（毫米）75015009001800900200010002000每張重量（公斤）0.87.07010.1711.6012.560.97.95011.4512.7214.131.08.83012.7214.1015.701.19.73014.0015.3118.271.210.6015.5016.9519.841.311.5016.5218.5021.411.412.3517.8019.7521.981.512.2519.0821.2023.551.614.1220.3022.6025.1

35、21.815.9022.8525.4028.262.017.6625.4328.2531.40-47-鋼板理論重量厚度（毫米）每平方米重量（公斤）厚度（毫米）每平方米重量（公斤）0.53.930862.800.64.710970.650.75.5001078.500.755.8901186.350.86.2801294.200.97.07014109.917.85016125.61.18.64018141.31.29.42020157.01.259.81022172.71.310.2124188.41.410.9926204.11.511.7828219.8-48-厚度（毫米）每平方米重量（公

36、斤）厚度（毫米）每平方米重量（公斤）1.814.1330235.5215.7032251.22.217.2734266.92.519.6335274.82.821.9836282.6323.5538298.33.225.1240314.03.527.4842329.73.829.8345353.3431.4048376.84.535.3350392.5539.2560471.0647.1070549.5755.00-49-扁鋼的尺寸及理論重量寬度（毫米）厚度（毫米）3456789101112理論重量（公斤/米）100.240.310.390.470.550.63-120.280.380.470.570.660.75-140.330.440.550.660.770.88-160.380.500.630.750.81.001.151.26-180.420.570.710.850.991.131.271.4-200.470.630.790.941.101.261.411.571.731.88220.520.690.861.041.211.381.551.731.902.07250.590.790.981.181.371.571.771.962.162.36