1、十、為便于編制標(biāo)底及快速報(bào)價(jià)，在第四章混凝土及鋼筋混凝土工程及第九 章模板工程的工程量計(jì)算規(guī)則后面列有鋼筋混凝土構(gòu)件鋼筋、模板含量參考表。 使用時(shí)以鋼筋混凝土構(gòu)件的體積（或面積、長(zhǎng)度）分別乘以該構(gòu)件的鋼筋、模 板含量得出鋼筋、模板的工程量，再分別套用單項(xiàng)定額子目。工程竣工辦理結(jié)算時(shí)，鋼筋模板用量應(yīng)按施工圖紙計(jì)算后進(jìn)行調(diào)整。附錄一現(xiàn)澆鋼筋混凝土構(gòu)件鋼筋含量參考表定額項(xiàng)目鋼筋含量（t/m3）I級(jí)鋼II級(jí)鋼10以內(nèi)010以外020以內(nèi)020以外帶形 基礎(chǔ)鋼筋混凝土（有肋 式）0.0090.0410.052鋼筋混凝上（無肋 式）0.0080.0631獨(dú)立 基礎(chǔ)鋼筋混凝土0.0070.0470.015杯

2、形基礎(chǔ)0.0020.023髙杯基礎(chǔ)0.0060.062滿堂基礎(chǔ)無梁式0.0540.098有梁式0.0360.0560.007獨(dú)立式樁承臺(tái)0.0150.0550.01設(shè)備 基礎(chǔ)5m3以內(nèi)0.0130.01920m3以內(nèi)0.0120.018100m3以內(nèi)0.0110.017100m3以外0.0110.017柱矩形柱0.0540.0200.0420.097異形柱0.0220.0300.0240.057圓形柱0.0220.0300.0250.057構(gòu)造柱0.0230.0800.039基礎(chǔ)梁0.0390.0290.030.07單梁、連續(xù)梁0.030.070.0310.071異形梁0.0270.020.0

3、270.064過梁0.0410.0540.031拱形梁0.0270.0280.0240.057弧形梁0.0270.0280.0240.057圈梁、壓頂0.0230.059直形梁0.0620.041電梯井壁0.0230.0200.058圓弧墻0.0460.0200.029短肢剪力墻0.0130.123有梁板0.0640.0150.0240.036無梁板0.0300.0160.040平板0.0680.014拱形板0.0420.054雙層拱形屋面板0.0970.0200.030樓梯(m2)0.0080.0080.002陽臺(tái)(m2)0.0120.007雨篷(m2)0.0100.006欄板0.0210.

4、070門框0.0210.0700.03框架柱接頭0.034曖氣溝電纜溝0.0090.079挑檐天溝0.0850.020小型構(gòu)件0.0500.012扶手0.034小型池槽0.0520.025貯水 油池?zé)o梁蓋0.045肋形蓋0.0560.010.004無梁柱蓋0.020.0240.05沉淀池水槽0.046沉淀池壁基梁0.0090.0350.02貯倉(cāng)圓形頂板0.0530.072底板0.0430.064主壁0.0220.0220.03矩形壁0.0280.0420.098水塔塔身 水箱筒式0.0130.0080.02柱式0.0150.0420.097內(nèi)壁0.0560.026外壁0.0480.029塔頂0

5、.0400.052塔底0.0400.052回廊及平臺(tái)0.0630.011貯水 油池池底平底0.061坡底0.084池壁矩形0.0570.054圓形0.0180.131地溝溝底0.0180.073溝壁0.0190.08溝頂0.0170.071附錄二 預(yù)制鋼筋混凝土構(gòu)件鋼筋含量參考表定額項(xiàng)目鋼筋含量（"m3）低碳冷拔鋼絲【級(jí)鋼II級(jí)鋼05以內(nèi)010以內(nèi)0）10以外020以內(nèi)020以外矩形樁0.0280.0470.0290.013樁尖0.0170.020.177柱矩形0.0120.0270.062工形0.0180.0830.0130.031雙肢形0.0200.0980.0290.067空格

6、形0.0200.0980.0290.067墻柱0.079梁矩形0.0320.075異形0.0660.0250.0130.031過梁0.0210.0360.011托架梁0.0350.0950.0450.105魚腹式吊車梁0.0870.0280.065風(fēng)道梁0.0560.0270.0150.034拱形梁0.0460.0460.0160.036屋架折線形0.0340.1410.0420.098三角形0.0560.0460.0270.062組合形0.0140.0560.0400.0210.048薄腹形0.050.1490.0330.077門式剛架0.0500.1490.0350.083天窗架0.028

7、0.0080.148天窗端板0.0130.073空心板120以內(nèi)0.0080.0370.001180以內(nèi)0.0060.0320.013240以內(nèi)0.0040.0280.013平板0.0080.0290.003槽形板0.0340.0300.031F形板0.0320.0330.057大型屋而板0.0190.0340.074雙T板0.0200.0340.074單肋板0.0340.0300.031天溝板0.0300.012折板0.035挑檐板0.0020.0590.022地溝蓋板0.0020.022窗臺(tái)板0.0010.123隔板0.0380.056架空隔熱板0.051欄板0.0340.024遮陽板0.

8、0410.021網(wǎng)架板0.0460.025梯條0.0110260.046天窗上下檔0.0110250.046陽臺(tái)0.0220.0590.022雨篷0.0040.0460.027門窗框0.0210.029小型構(gòu)件0.0230.0230.006空心樓梯段0.0190.0140.021實(shí)心樓梯梁0.0050.0430.029樓梯斜梁0.0630.039樓梯踏步0.0190.036框架式支架0.0180.281支架0.0100.081欄桿0.0210.0300.022一般支撐0.0250.046基礎(chǔ)梁0.0250.049T形吊車梁0.0610.140煙道、垃圾道、通風(fēng)逍0.0170.0600.006附

9、錄三預(yù)應(yīng)力鋼筋混凝土構(gòu)件鋼筋含量參考表定額項(xiàng)目鋼筋含量（"m3I級(jí)鋼預(yù)應(yīng)力鋼筋I(lǐng)級(jí)鋼II級(jí)鋼05以內(nèi)0)10 以 內(nèi)010以外5以內(nèi)020以 內(nèi)020以外預(yù)應(yīng) 力梁T形吊車梁0.0220.0760.0540.081魚腹式吊車梁0.0240.0970.0460.070托架梁0.0080.0340.0690.0460.069矩形梁0.0360.0320.0250.038預(yù)應(yīng)力 屋架拱形梁0.0150.0470.0830.0260.060薄腹梁0.0040.0470.0670.0320.074預(yù)應(yīng) 力板大型屋而、雙T板0.0260.0110.046槽形、肋形板0.0220.0250.049

10、平板0.0110.029預(yù)應(yīng)力揀條、支撐、 上下檔0.0140.096空心板0.0020.045天溝、挑檐0.0200.0180.0020.097附錄一現(xiàn)澆鋼筋混凝土構(gòu)件模板含臺(tái)參考表左額項(xiàng)目含模量（m2/m3）帶形基 礎(chǔ)毛石混凝土2.91無筋混凝土3.49鋼筋混凝土（有肋式）2. 38鋼筋混凝土（無肋式）0. 79獨(dú)立基 礎(chǔ)毛石混凝土2. 04鋼筋混凝土2. 11杯形基礎(chǔ)1.97高杯基礎(chǔ)4.51滿堂基 礎(chǔ)無梁式0. 60有梁式1.34獨(dú)立式樁承臺(tái)1.84混凝土基礎(chǔ)墊層1.38設(shè)備基 礎(chǔ)5m3以內(nèi)3. 0620m3以內(nèi)1.94100m3以內(nèi)1.41100m3以外0. 62柱矩形柱10. 53異

11、形柱9. 32圓形柱7.48構(gòu)造柱7. 92基礎(chǔ)梁8. 33單梁、連續(xù)梁8. 89異形梁11.05過梁11.86拱形梁7. 62弧形梁8. 73圈梁、壓頂7. 05直形墻14. 40電梯井壁11.49圓弧墻7. 04短肢剪力墻& 39有梁板6. 98無梁板4. 53平板& 90拱形板8. 04雙層拱形屋而板30. 00樓梯（m2）1.00陽臺(tái)（m2）1.00雨篷（m2）1.00臺(tái)階（m2）1.00欄板33. 89門框12. 17框架柱接頭10. 46曖氣溝電纜溝11.30挑檐天溝15. 18小型構(gòu)件21.83扶手(m)1.00小型池槽1.00貯水油池?zé)o梁樓蓋3. 25肋形蓋1. 11無梁蓋柱879沉淀池水槽21. 10沉淀池壁基梁4. 30貯倉(cāng)圓形頂板7. 35底板2. 59主壁9