裝配式工程施工計算書和相關(guān)圖紙

9.1工程屬性 19.2荷載設(shè)計 19.3模板體系設(shè)計 29.4面板驗算 59.5小梁驗算 69.6主梁驗算 89.7可調(diào)托座驗算 119.8立桿驗算 119.9高寬比驗算 129.10架體抗傾覆驗算 139.11立桿地基基礎(chǔ)驗算 13裝配式疊合板支撐體系計算暫無相關(guān)計算方式，現(xiàn)參照模板支撐計算方式。板模板（輪扣式）計算書計算依據(jù)：1、《建筑施工承插型輪扣式模板支架安全技術(shù)規(guī)程》T/CCIAT0003-20192、《建筑結(jié)構(gòu)可靠性設(shè)計統(tǒng)一標(biāo)準(zhǔn)》GB50068-20183、《混凝土結(jié)構(gòu)設(shè)計規(guī)范》GB50010-20104、《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-20125、《鋼結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》GB50017-20179.1工程屬性新澆混凝土樓板名稱裝配式疊合板新澆混凝土樓板板厚(mm)130模板支架高度H(m)2.87模板支架縱向長度L(m)40模板支架橫向長度B(m)30支架外側(cè)模板高度Hm（mm）10009.2荷載設(shè)計模板及其支架自重標(biāo)準(zhǔn)值G1k(kN/m2)面板0.1面板及小梁0.3樓板模板0.45混凝土自重標(biāo)準(zhǔn)值G2k(kN/m3)24鋼筋自重標(biāo)準(zhǔn)值G3k(kN/m3)1.1施工荷載標(biāo)準(zhǔn)值Q1k(kN/m2)3支撐腳手架計算單元上集中堆放的物料自重標(biāo)準(zhǔn)值Gjk(kN)1風(fēng)荷載參數(shù)：風(fēng)荷載標(biāo)準(zhǔn)值ωk(kN/m2)基本風(fēng)壓ω0(kN/m2)省份浙江0.3地區(qū)杭州市風(fēng)荷載高度變化系數(shù)μz地面粗糙度D類(有密集建筑群且房屋較高市區(qū))0.51模板支架頂部離建筑物地面高度(m)9風(fēng)荷載體型系數(shù)μs單榀模板支架μst0.139整體模板支架μstw2.323ωfk=ω0μzμstw=0.355支架外側(cè)模板μs1.3ωmk=ω0μzμs=0.1999.3模板體系設(shè)計結(jié)構(gòu)重要性系數(shù)γ00.9腳手架安全等級II級主梁布置方向平行立桿縱向方向立桿縱向間距l(xiāng)a(mm)900立桿橫向間距l(xiāng)b(mm)900水平拉桿步距h(mm)1800頂層水平桿步距hˊ(mm)500立桿伸出頂層水平桿的懸臂高度h2(mm)500小梁間距l(xiāng)(mm)500小梁最大懸挑長度l1(mm)150主梁最大懸挑長度l2(mm)100承載力設(shè)計值調(diào)整系數(shù)γR1荷載系數(shù)參數(shù)表：正常使用極限狀態(tài)承載能力極限狀態(tài)可變荷載調(diào)整系數(shù)γL10.9可變荷載的分項系數(shù)γQ11.5永久荷載的分項系數(shù)γG11.3結(jié)構(gòu)重要性系數(shù)γ00.9設(shè)計簡圖如下：模板設(shè)計平面圖縱向剖面圖橫向剖面圖9.4面板驗算面板類型覆面木膠合板面板厚度t(mm)15面板抗彎強度設(shè)計值[f](N/mm2)15面板抗剪強度設(shè)計值[τ](N/mm2)1.4面板彈性模量E(N/mm2)10000面板計算方式簡支梁按簡支梁，取1m單位寬度計算。W＝bh2/6=1000×15×15/6＝37500mm3，I＝bh3/12=1000×15×15×15/12＝281250mm4承載能力極限狀態(tài)q1＝γ0×[1.3×(G1k+(G2k+G3k)×h)+1.5×γL×Q1k]×b=0.9×[1.3×(0.1+(24+1.1)×0.13)+1.5×0.9×3]×1=7.58kN/mq2＝0.9×1.3×G1k×b＝0.9×1.3×0.1×1=0.117kN/m根據(jù)《建筑施工承插型輪扣式模板支架安全技術(shù)規(guī)程》T/CCIAT0003-2019第4.2.2條，在計算模板面板、次楞梁時，施工荷載需要另外按集中荷載2.5kN進(jìn)行計算：p＝0.9×1.5×0.9×Q1k＝0.9×1.5×0.9×2.5＝3.038kN正常使用極限狀態(tài)q＝(γG(G1k+(G2k+G3k)×h)+γQ×Q1k)×b=(1×(0.1+(24+1.1)×0.13)+1×3)×1＝6.363kN/m計算簡圖如下：1、強度驗算M1＝q1l2/8＝7.58×0.52/8＝0.237kN·mM2＝q2L2/8+pL/4＝0.117×0.52/8+3.038×0.5/4＝0.383kN·mMmax＝max[M1，M2]＝max[0.237，0.383]＝0.383kN·mσ＝Mmax/W＝0.383×106/37500＝10.223N/mm2≤[f]/γR=15/1＝15N/mm2滿足要求！2、撓度驗算νmax＝5ql4/(384EI)=5×6.363×5004/(384×10000×281250)=1.841mmν＝1.841mm≤[ν]＝L/250＝500/250＝2mm滿足要求！9.5小梁驗算小梁類型矩形木楞小梁截面類型(mm)40×90小梁抗彎強度設(shè)計值[f](N/mm2)15.444小梁抗剪強度設(shè)計值[τ](N/mm2)1.782小梁截面抵抗矩W(cm3)54小梁彈性模量E(N/mm2)9350小梁截面慣性矩I(cm4)243小梁計算方式二等跨連續(xù)梁q1＝γ0×[1.3×(G1k+(G2k+G3k)×h)+1.5×γL×Q1k]×b=0.9×[1.3×(0.3+(24+1.1)×0.13)+1.5×0.9×3]×0.5＝3.907kN/m因此，q1靜＝γ0×1.3×(G1k+(G2k+G3k)×h)×b=0.9×1.3×(0.3+(24+1.1)×0.13)×0.5＝2.084kN/mq1活＝γ0×1.5×γL×Q1k×b=0.9×1.5×0.9×3×0.5＝1.823kN/mq2＝0.9×1.3×G1k×b=0.9×1.3×0.3×0.5＝0.176kN/mp＝0.9×1.5×0.9×Q1k＝0.9×1.5×0.9×2.5＝3.038kN計算簡圖如下：1、強度驗算M1＝0.125q1靜L2+0.125q1活L2＝0.125×2.084×0.92+0.125×1.823×0.92＝0.396kN·mM2＝max[0.07q2L2+0.203pL，0.125q2L2+0.188pL]＝max[0.07×0.176×0.92+0.203×3.038×0.9，0.125×0.176×0.92+0.188×3.038×0.9]＝0.565kN·mM3＝max[q1L12/2，q2L12/2+pL1]=max[3.907×0.152/2，0.176×0.152/2+3.038×0.15]＝0.458kN·mMmax＝max[M1，M2，M3]＝max[0.396，0.565，0.458]＝0.565kN·mσ=Mmax/W=0.565×106/54000=10.461N/mm2≤[f]/γR=15.444/1=15.444N/mm2滿足要求！2、抗剪驗算V1＝0.625q1靜L+0.625q1活L＝0.625×2.084×0.9+0.625×1.823×0.9＝2.198kNV2＝0.625q2L+0.688p＝0.625×0.176×0.9+0.688×3.038＝2.189kNV3＝max[q1L1，q2L1+p]＝max[3.907×0.15，0.176×0.15+3.038]＝3.064kNVmax＝max[V1，V2，V3]＝max[2.198，2.189，3.064]＝3.064kNτmax=3Vmax/(2bh0)=3×3.064×1000/(2×40×90)＝1.277N/mm2≤[τ]/γR=1.782/1=1.782N/mm2滿足要求！3、撓度驗算q＝(γG(G1k+(G2k+G3k)×h)+γQ×Q1k)×b=(1×(0.3+(24+1.1)×0.13)+1×3)×0.5＝3.282kN/m撓度,跨中νmax＝0.521qL4/(100EI)=0.521×3.282×9004/(100×9350×243×104)＝0.494mm≤[ν]＝L/250＝900/250＝3.6mm；懸臂端νmax＝ql14/(8EI)=3.282×1504/(8×9350×243×104)＝0.009mm≤[ν]＝2×l1/250＝2×150/250＝1.2mm滿足要求！9.6主梁驗算主梁類型鋼管主梁截面類型(mm)Φ48.3×3.0主梁計算截面類型(mm)Φ48.3×3.0主梁抗彎強度設(shè)計值[f](N/mm2)205主梁抗剪強度設(shè)計值[τ](N/mm2)125主梁截面抵抗矩W(cm3)4.55主梁彈性模量E(N/mm2)206000主梁截面慣性矩I(cm4)11主梁計算方式二等跨連續(xù)梁可調(diào)托座內(nèi)主梁根數(shù)2主梁受力不均勻系數(shù)0.61、小梁最大支座反力計算q1＝γ0×[1.3×(G1k+(G2k+G3k)×h)+1.5×γL×Q1k]×b=0.9×[1.3×(0.45+(24+1.1)×0.13)+1.5×0.9×3]×0.5＝3.995kN/mq1靜＝γ0×1.3×(G1k+(G2k+G3k)×h)×b＝0.9×1.3×(0.45+(24+1.1)×0.13)×0.5＝2.172kN/mq1活＝γ0×1.5×γL×Q1k×b＝0.9×1.5×0.9×3×0.5＝1.823kN/mq2＝(γG(G1k+(G2k+G3k)×h)+γQ×Q1k)×b=(1×(0.45+(24+1.1)×0.13)+1×3)×0.5＝3.357kN/m承載能力極限狀態(tài)按二等跨連續(xù)梁，Rmax＝1.25q1L＝1.25×3.995×0.9＝4.494kN按二等跨連續(xù)梁按懸臂梁，R1＝(0.375q1靜+0.437q1活)L+q1l1＝(0.375×2.172+0.437×1.823)×0.9+3.995×0.15＝2.049kN主梁2根合并，其主梁受力不均勻系數(shù)=0.6R＝max[Rmax，R1]×0.6＝2.696kN;正常使用極限狀態(tài)按二等跨連續(xù)梁，R'max＝1.25q2L＝1.25×3.357×0.9＝3.776kN按二等跨連續(xù)梁懸臂梁，R'1＝0.375q2L+q2l1＝0.375×3.357×0.9+3.357×0.15＝1.636kNR'＝max[R'max，R'1]×0.6＝2.266kN;計算簡圖如下：主梁計算簡圖一2、抗彎驗算主梁彎矩圖一(kN·m)σ=Mmax/W=0.317×106/4550=69.656N/mm2≤[f]/γR=205/1=205N/mm2滿足要求！3、抗剪驗算主梁剪力圖一(kN)τmax=2Vmax/A=2×2.696×1000/427＝12.628N/mm2≤[τ]/γR=125/1=125N/mm2滿足要求！4、撓度驗算主梁變形圖一(mm)跨中νmax=0.432mm≤[ν]=900/250=3.6mm懸挑段νmax＝0.020mm≤[ν]=2×100/250=0.8mm滿足要求！5、支座反力計算承載能力極限狀態(tài)圖一支座反力依次為R1=4.164kN，R2=5.152kN，R3=4.164kN9.7可調(diào)托座驗算荷載傳遞至立桿方式可調(diào)托座可調(diào)托座承載力容許值[N](kN)30按上節(jié)計算可知，可調(diào)托座受力N＝5.152/0.6=8.587kN≤[N]/γR=30/1＝30kN滿足要求！9.8立桿驗算水平桿鋼管截面類型Φ48.3×3.5水平桿鋼管計算截面類型Φ48×3.5單元桁架組合方式矩陣型組合節(jié)點轉(zhuǎn)動剛度(kN·m/rad)15掃地桿高度h1(mm)200立桿鋼管截面類型(mm)Φ48.3×3.6立桿鋼管計算截面類型(mm)Φ48.3×3.6鋼材等級Q235立桿截面面積A(mm2)506立桿截面回轉(zhuǎn)半徑i(mm)15.9立桿截面抵抗矩W(cm3)5.26抗壓強度設(shè)計值[f](N/mm2)205支架自重標(biāo)準(zhǔn)值q(kN/m)0.15立桿彈性模量E(N/mm2)206000立桿截面慣性矩I(cm4)12.71水平鋼管截面慣性矩I1(cm4)12.191、長細(xì)比驗算根據(jù)《建筑施工承插型輪扣式模板支架安全技術(shù)規(guī)程》T/CCIAT0003-2019條文說明5.1.5條，構(gòu)件的允許長細(xì)比計算時構(gòu)件的長度取節(jié)點間鋼管的長度l0=h=1800mmλ=l0/i=1800/15.9=113.208≤[λ]=150滿足要求！2、立桿穩(wěn)定性驗算立桿計算長度：l0=μh=2.407×1800=4333mmμ立桿計算長度系數(shù)，按規(guī)范附錄G表G-1取值nz立桿步數(shù)，nz=[(支架高度H-h1-h2)/h]取整=[(2.87-0.2-0.5)/1.8]取整=1K無剪刀撐框架式支撐結(jié)構(gòu)的剛度比，K=EI/(hk)+lmax/(6h)I/I1=206000×12.71×104/(1800×15×106)+900/(6×1800)×12.71/12.19=1.057α掃地桿高度h1與步距h之比與懸臂長度h2與步距h之比的較大值，α=max(h1/h,h2/h)=max(200/1800,500/1800)=0.278l02=h’+2k0h2=500+2×0.7×500=1200mml0=max(l01,l02)=max(4333,1200)=4333mmλ=l0/i=4333/15.9=272.516，查表得，φ＝0.099支撐腳手架風(fēng)線荷載標(biāo)準(zhǔn)值:qwk=la×ωfk=0.9×0.355=0.32kN/m：風(fēng)荷載作用在支架外側(cè)模板上產(chǎn)生的水平力標(biāo)準(zhǔn)值：Fwk=la×Hm×ωmk=0.9×1×0.199=0.179kN支撐腳手架計算單元在風(fēng)荷載作用下的傾覆力矩標(biāo)準(zhǔn)值Mok：Mok=0.5H2qwk+HFwk=0.5×2.872×0.32+2.87×0.179=1.83kN.m主梁支座反力：R1＝4.164kN，R2＝5.152kN，R3＝4.164kN不考慮風(fēng)荷載N=Max[R1,R2,R3]/0.6+0.9×γG×q×H=Max[4.164,5.152,4.164]/0.6+0.9×1.3×0.15×2.87=9.091kNf＝N/(φA)＝9091.066/(0.099×506)=181.48N/mm2≤[f]/γR＝205/1=205N/mm2滿足要求！9.9高寬比驗算根據(jù)《建筑施工承插型輪扣式模板支架安全技術(shù)規(guī)程》T/CCIAT0003-2019第5.4.1條：當(dāng)模板支架側(cè)向無可靠連接且高度大于5m或者高寬比大于3時，需要進(jìn)行支架整體的抗傾覆驗算H/B=2.87/30=0.096≤3H=2.87m≤5m滿足要求！9.10架體抗傾覆驗算參考《建筑施工承插型輪扣式模板支架安全技術(shù)規(guī)程》T/CCIAT0003-2019第5.4.2條：B2la(gk1+gk2)+2ΣGjkbj≥3γ0Mokgk1——均勻分布的架體面荷載自重標(biāo)準(zhǔn)值kN/m2gk2——均勻分布的架體上部的模板等物料面荷載自重標(biāo)準(zhǔn)值kN/m2Gjk——支撐腳手架計算單元上集中堆放的物料自重標(biāo)準(zhǔn)值kNbj——支撐腳手架計算單元上集中堆放的物料至傾覆原點的水平距離mB2la(gk1+gk2)+2ΣGjkbj=B2la[qH/(la×lb)+G1k]+2×Gjk×B/2=302×0.9×[0.15×2.87/(0.9×0.9)+0.45]+2×1×30/2=825kN.m≥3γ0Mok=3×0.9×1.83=4.941kN.M滿足要求！9.11立桿地基基礎(chǔ)驗算地基土類型粘性土地基承載力特征值fak(kPa)150立桿墊木地基土承載力折減系數(shù)mf0.4墊板底面面積A(m2)0.25立桿底墊板的底面平均壓力p＝N/(mfA)＝9.091/(0.4×0.25)＝90.911kPa≤fak＝150kPa滿足要求！預(yù)制構(gòu)件-預(yù)制構(gòu)件清單項目名稱：海南省東方市十所村整體搬遷安置項目F-17地塊子項名稱：8#序號樓層層數(shù)類型編號構(gòu)件

數(shù)量外形尺寸

(mm)(高)外形尺寸

(mm)(寬)外形尺寸

(mm)(長)混凝土

方量(m3)總混凝土

方量(m3)桁架筋

重量(Kg)桁架筋

總量(Kg)鋼筋重量

(Kg)鋼筋總量

(Kg)鋼筋含量

(Kg/m3)構(gòu)件重量

(t)備注1二層1疊合板YSB01160266026700.430.4322.2522.2535.3435.3482.191.072二層1疊合板YSB01F160266026700.430.4322.2522.2535.3435.3482.191.073二層1疊合板YSB02160193532700.380.3822.1222.1231.9331.9384.030.954二層1疊合板YSB02F160193532700.380.3822.1222.1231.9331.9384.030.955二層1疊合板YSB03160193532700.380.3822.1222.1232.1032.1084.470.956二層1疊合板YSB03F160193532700.380.3822.1222.1232.1032.1084.470.957二層1疊合板YSB04160193532200.370.3721.7621.7644.4144.41120.030.938二層1疊合板YSB04F160193532200.370.3721.7621.7644.4144.41120.030.939二層1疊合板YSB05160193532200.370.3721.7621.7631.8831.8886.160.9310二層1疊合板YSB05F160193532200.370.3721.7621.7631.8831.8886.160.9311二層1疊合板YSB06160214035200.450.4523.8823.8842.6542.6594.781.1312二層1疊合板YSB06F160214035200.450.4523.8823.8842.6542.6594.781.1313二層1疊合板YSB07160214035200.450.4523.8823.8844.3844.3898.621.1214二層1疊合板YSB07F160214035200.450.4523.8823.8844.3844.3898.621.1215二層1疊合板YSB08160214035200.450.4523.8823.8842.6542.6594.781.1316二層1疊合板YSB08F160214035200.450.4523.8823.8842.6542.6594.781.1317二層1疊合板YSB09160192028700.330.3319.2819.2826.9026.9081.520.8218二層1疊合板YSB10160212028700.360.3619.2819.2829.3229.3281.440.9119二層1疊合板YSB11160142026200.220.2213.5613.5640.5640.56184.360.5620二層1疊合板YSB11a160142026200.220.2213.5613.5640.5640.56184.360.5621二層1疊合板YSB12160262032750.420.4223.9523.95106.53106.53253.641.0422二層1疊合板YSB13160262032750.460.4625.9525.9599.4799.47216.241.1523二層1疊合板YSB14160198536700.440.4428.0828.0836.2536.2582.391.0924二層1疊合板YSB14F160198536700.440.4428.0828.0836.2536.2582.391.0925二層1疊合板YSB15160198536700.440.4428.0828.0836.0636.0681.951.0926二層1疊合板YSB15F160198536700.440.4428.0828.0836.0636.0681.951.0927二層1疊合板YSB16160168531200.310.3115.6615.6651.9551.95167.580.7928二層1疊合板YSB16F160168531200.310.3115.6615.6651.9551.95167.580.7929二層1疊合板YSB17160168531200.310.3115.6615.6643.8443.84141.420.7830二層1疊合板YSB17F160168531200.310.3115.6615.6643.8443.84141.420.7831二層1疊合板YSB18160178530700.330.3320.6820.6828.1228.1285.210.8232二層1疊合板YSB18a160178530700.330.3320.6820.6828.1228.1285.210.8233二層1疊合板YSB19160178530700.330.3320.6820.6828.1228.1285.210.8234二層1疊合板YSB19F160178530700.330.3320.6820.6828.1228.1285.210.8235二層1疊合板YSB20160146030200.260.2615.2715.2723.2823.2889.540.6636二層1疊合板YSB20F160146030200.260.2615.2715.2723.2823.2889.540.6637二層1疊合板YSB21160146030200.260.2615.2715.2723.2823.2889.540.6638二層1疊合板YSB21F160146030200.260.2615.2715.2723.2823.2889.540.6639三~十四層12疊合板YSB01160271027200.445.2822.70272.4038.07456.8486.521.1140三~十四層12疊合板YSB01F160271027200.445.2822.70272.4038.07456.8486.521.1141三~十四層12疊合板YSB02160196033200.394.6822.48269.7633.16397.9285.030.9842三~十四層12疊合板YSB02F160196033200.394.6822.48269.7633.16397.9285.030.9843三~十四層12疊合板YSB03160196033200.394.6822.48269.7633.16397.9285.030.9844三~十四層12疊合板YSB03F160196033200.394.6822.48269.7633.16397.9285.030.9845三~十四層12疊合板YSB04160196032200.384.5621.76261.1244.37532.44116.760.9546三~十四層12疊合板YSB04F160196032200.384.5621.76261.1244.37532.44116.760.9547三~十四層12疊合板YSB05160196032200.384.5621.76261.1231.77381.2483.610.9548三~十四層12疊合板YSB05F160196032200.384.5621.76261.1231.77381.2483.610.9549三~十四層12疊合板YSB06160217036200.475.6427.68332.1642.95515.4091.381.1850三~十四層12疊合板YSB06F160217036200.475.6427.68332.1642.95515.4091.381.1851三~十四層12疊合板YSB07160218036200.475.6427.68332.1646.55558.6099.041.1852三~十四層12疊合板YSB07F160218036200.475.6427.68332.1646.55558.6099.041.1853三~十四層12疊合板YSB08160217036200.475.6427.68332.1642.96515.5291.401.1654三~十四層12疊合板YSB08F160217036200.475.6427.68332.1642.96515.5291.401.1655三~十四層12疊合板YSB09160192029200.333.9619.01228.1231.75381.0096.210.8256三~十四層12疊合板YSB10160212029200.364.3219.01228.1234.59415.0896.080.9157三~十四層12疊合板YSB11160142026200.222.6413.56162.7240.26483.12183.000.5658三~十四層12疊合板YSB11F160142026200.222.6413.56162.7240.26483.12183.000.5659三~十四層12疊合板YSB12160262032750.425.0423.95287.40106.181274.16252.811.0460三~十四層12疊合板YSB13160262032750.465.5225.95311.4099.161189.92215.571.1561三~十四層12疊合板YSB14160201037200.455.4028.48341.7637.22446.6482.711.1262三~十四層12疊合板YSB14F160201037200.455.4028.48341.7637.22446.6482.711.1263三~十四層12疊合板YSB15160201037200.445.2827.99335.8837.22446.6484.591.1064三~十四層12疊合板YSB15F160201037200.445.2827.99335.8837.22446.6484.591.1065三~十四層12疊合板YSB16160171031200.313.7215.03180.3658.51702.12188.740.7866三~十四層12疊合板YSB16F160171031200.313.7215.03180.3658.51702.12188.740.7867三~十四層12疊合板YSB17160171031200.323.8420.88250.5643.85526.20137.030.8068三~十四層12疊合板YSB17F160171031200.323.8420.88250.5643.85526.20137.030.8069三~十四層12疊合板YSB18160183531200.344.0821.04252.4829.18350.1685.820.8670三~十四層12疊合板YSB18F160183531200.344.0821.04252.4829.18350.1685.820.8671三~十四層12疊合板YSB19160183531200.344.0821.04252.4829.18350.1685.820.8672三~十四層12疊合板YSB19F160183531200.344.0821.04252.4829.18350.1685.820.8673三~十四層12疊合板YSB20160151031200.283.3615.78189.3625.67308.0491.680.7174三~十四層12疊合板YSB20F160151031200.283.3615.78189.3625.67308.0491.680.7175三~十四層12疊合板YSB21160151031200.283.3615.78189.3625.67308.0491.680.7176三~十四層12疊合板YSB21F160151031200.283.3615.78189.3625.67308.0491.680.7177二層1疊合板YYB01160132036200.290.2920.5220.5224.2924.2983.760.7178二層1疊合板YYB01F160132036200.290.2920.5220.5224.2924.2983.760.7179二層1疊合板YYB02160132025200.200.2013.0813.0817.8417.8489.200.5080二層1疊合板YYB02F160132025200.200.2013.0813.0817.8417.8489.200.5081三~十四層12疊合板YYB01160132036200.293.4820.52246.2424.09289.0883.070.7182三~十四層12疊合板YYB01F160132036200.293.4820.52246.2424.09289.0883.070.7183三~十四層12疊合板YYB02160132025200.202.4012.13145.5617.70212.4088.500.5084三~十四層12疊合板YYB02F160132025200.202.4012.13145.5617.70212.4088.500.5085二層1預(yù)制空調(diào)板YKB01175066018100.280.280.000.0034.0934.09121.750.7186三~十二、十四層11預(yù)制空調(diào)板YKB01175066018100.293.190.000.0035.06385.66120.900.7287十三層1預(yù)制空調(diào)板YKB01175066018100.280.280.000.0033.7233.72120.430.7188二層1預(yù)制空調(diào)板YKB01F175066018100.280.280.000.0034.0934.09121.750.7189三~十二、十四層11預(yù)制空調(diào)板YKB01F175066018100.293.190.000.0035.06385.66120.900.7290十三層1預(yù)制空調(diào)板YKB01F175066018100.280.280.000.0033.7233.72120.430.7191二層1預(yù)制空調(diào)板YKB02149061018100.230.230.000.0027.5127.51119.610.5992三~十四層12預(yù)制空調(diào)板YKB02149061018100.232.760.000.0027.21326.52118.300.5993二層1預(yù)制空調(diào)板YKB02F149061018100.230.230.000.0027.5127.51119.610.5994三~十四層12預(yù)制空調(diào)板YKB02F149061018100.232.760.000.0027.21326.52118.300.5995三~十二、十四層11預(yù)制空調(diào)板YKB03175066011600.171.870.000.0019.62215.82115.410.4296十三層1預(yù)制空調(diào)板YKB03175066011600.160.160.000.0018.3218.32114.500.4197三~十二、十四層11預(yù)制空調(diào)板YKB03F175066011600.171.870.000.0019.62215.82115.410.4298十三層1預(yù)制空調(diào)板YKB03F175066011600.160.160.000.0018.3218.32114.500.4199三~十二、十四層11預(yù)制空調(diào)板YKB04175066011900.171.870.000.0020.74228.14122.000.43100十三層1預(yù)制空調(diào)板YKB04175066011900.170.170.000.0018.5218.52108.940.42101三~十二、十四層11預(yù)制空調(diào)板YKB04F175066011900.171.870.000.0020.74228.14122.000.43102十三層1預(yù)制空調(diào)板YKB04F175066011900.170.170.000.0018.5218.52108.940.421032~14F13預(yù)制樓梯板YLT011PL118046033420.7910.270.000.0097.521267.76123.441.96預(yù)制構(gòu)件-預(yù)制構(gòu)件清單項目名稱：海南省東方市十所村整體搬遷安置項目F-17地塊子項名稱：10#序號樓層層數(shù)類型編號構(gòu)件

數(shù)量外形尺寸

(mm)(高)外形尺寸

(mm)(寬)外形尺寸

(mm)(長)混凝土

方量(m3)總混凝土

方量(m3)桁架筋

重量(Kg)桁架筋

總量(Kg)鋼筋重量

(Kg)鋼筋總量

(Kg)鋼筋含量

(Kg/m3)構(gòu)件重量

(t)備注1二層1疊合板YSB01160266026700.430.4322.2522.2535.3435.3482.191.072二層1疊合板YSB01F160266026700.430.4322.2522.2535.3435.3482.191.073二層1疊合板YSB02160193532700.380.3822.1222.1231.9331.9384.030.954二層1疊合板YSB02F160193532700.380.3822.1222.1231.9331.9384.030.955二層1疊合板YSB03160193532700.380.3822.1222.1232.1032.1084.470.956二層1疊合板YSB03F160193532700.380.3822.1222.1232.1032.1084.470.957二層1疊合板YSB04160193532200.370.3721.7621.7644.4144.41120.030.938二層1疊合板YSB04F160193532200.370.3721.7621.7644.4144.41120.030.939二層1疊合板YSB05160193532200.370.3721.7621.7631.8831.8886.160.9310二層1疊合板YSB05F160193532200.370.3721.7621.7631.8831.8886.160.9311二層1疊合板YSB06160214035200.450.4523.8823.8842.6542.6594.781.1312二層1疊合板YSB06F160214035200.450.4523.8823.8842.6542.6594.781.1313二層1疊合板YSB07160214035200.450.4523.8823.8844.3844.3898.621.1214二層1疊合板YSB07F160214035200.450.4523.8823.8844.3844.3898.621.1215二層1疊合板YSB08160214035200.450.4523.8823.8842.6542.6594.781.1316二層1疊合板YSB08F160214035200.450.4523.8823.8842.6542.6594.781.1317二層1疊合板YSB09160192028700.330.3319.2819.2826.9026.9081.520.8218二層1疊合板YSB10160212028700.360.3619.2819.2829.3229.3281.440.9119二層1疊合板YSB11160142026200.220.2213.5613.5640.5640.56184.360.5620二層1疊合板YSB11a160142026200.220.2213.5613.5640.5640.56184.360.5621二層1疊合板YSB12160262032750.420.4223.9523.95106.53106.53253.641.0422二層1疊合板YSB13160262032750.460.4625.9525.9599.4799.47216.241.1523二層1疊合板YSB14160198536700.440.4428.0828.0836.2536.2582.391.0924二層1疊合板YSB14F160198536700.440.4428.0828.0836.2536.2582.391.0925二層1疊合板YSB15160198536700.440.4428.0828.0836.0636.0681.951.0926二層1疊合板YSB15F160198536700.440.4428.0828.0836.0636.0681.951.0927二層1疊合板YSB16160168531200.310.3115.6615.6651.9551.95167.580.7928二層1疊合板YSB16F160168531200.310.3115.6615.6651.9551.95167.580.7929二層1疊合板YSB17160168531200.310.3115.6615.6643.8443.84141.420.7830二層1疊合板YSB17F160168531200.310.3115.6615.6643.8443.84141.420.7831二層1疊合板YSB18160178530700.330.3320.6820.6828.1228.1285.210.8232二層1疊合板YSB18a160178530700.330.3320.6820.6828.1228.1285.210.8233二層1疊合板YSB19160178530700.330.3320.6820.6828.1228.1285.210.8234二層1疊合板YSB19F160178530700.330.3320.6820.6828.1228.1285.210.8235二層1疊合板YSB20160146030200.260.2615.2715.2723.2823.2889.540.6636二層1疊合板YSB20F160146030200.260.2615.2715.2723.2823.2889.540.6637二層1疊合板YSB21160146030200.260.2615.2715.2723.2823.2889.540.6638二層1疊合板YSB21F160146030200.260.2615.2715.2723.2823.2889.540.6639三~十四層12疊合板YSB01160271027200.445.2822.70272.4038.07456.8486.521.1140三~十四層12疊合板YSB01F160271027200.445.2822.70272.4038.07456.8486.521.1141三~十四層12疊合板YSB02160196033200.394.6822.48269.7633.16397.9285.030.9842三~十四層12疊合板YSB02F160196033200.394.6822.48269.7633.16397.9285.030.9843三~十四層12疊合板YSB03160196033200.394.6822.48269.7633.16397.9285.030.9844三~十四層12疊合板YSB03F160196033200.394.6822.48269.7633.16397.9285.030.9845三~十四層12疊合板YSB04160196032200.384.5621.76261.1244.37532.44116.760.9546三~十四層12疊合板YSB04F160196032200.384.5621.76261.1244.37532.44116.760.9547三~十四層12疊合板YSB05160196032200.384.5621.76261.1231.77381.2483.610.9548三~十四層12疊合板YSB05F160196032200.384.5621.76261.1231.77381.2483.610.9549三~十四層12疊合板YSB06160217036200.475.6427.68332.1642.95515.4091.381.1850三~十四層12疊合板YSB06F160217036200.475.6427.68332.1642.95515.4091.381.1851三~十四層12疊合板YSB07160218036200.475.6427.68332.1646.55558.6099.041.1852三~十四層12疊合板YSB07F160218036200.475.6427.68332.1646.55558.6099.041.1853三~十四層12疊合板YSB08160217036200.475.6427.68332.1642.96515.5291.401.1654三~十四層12疊合板YSB08F160217036200.475.6427.68332.1642.96515.5291.401.1655三~十四層12疊合板YSB09160192029200.333.9619.01228.1231.75381.0096.210.8256三~十四層12疊合板YSB10160212029200.364.3219.01228.1234.59415.0896.080.9157三~十四層12疊合板YSB11160142026200.222.6413.56162.7240.26483.12183.000.5658三~十四層12疊合板YSB11F160142026200.222.6413.56162.7240.26483.12183.000.5659三~十四層12疊合板YSB12160262032750.425.0423.95287.40106.181274.16252.811.0460三~十四層12疊合板YSB13160262032750.465.5225.95311.4099.161189.92215.571.1561三~十四層12疊合板YSB14160201037200.455.4028.48341.7637.22446.6482.711.1262三~十四層12疊合板YSB14F160201037200.455.4028.48341.7637.22446.6482.711.1263三~十四層12疊合板YSB15160201037200.445.2827.99335.8837.22446.6484.591.1064三~十四層12疊合板YSB15F160201037200.445.2827.99335.8837.22446.6484.591.1065三~十四層12疊合板YSB16160171031200.313.7215.03180.3658.51702.12188.740.7866三~十四層12疊合板YSB16F160171031200.313.7215.03180.3658.51702.12188.740.7867三~十四層12疊合板YSB17160171031200.323.8420.88250.5643.85526.20137.030.8068三~十四層12疊合板YSB17F160171031200.323.8420.88250.5643.85526.20137.030.8069三~十四層12疊合板YSB18160183531200.344.0821.04252.4829.18350.1685.820.8670三~十四層12疊合板YSB18F160183531200.344.0821.04252.4829.18350.1685.820.8671三~十四層12疊合板YSB19160183531200.344.0821.04252.4829.18350.1685.820.8672三~十四層12疊合板YSB19F160183531200.344.0821.04252.4829.18350.1685.820.8673三~十四層12疊合板YSB20160151031200.283.3615.78189.3625.67308.0491.680.7174三~十四層12疊合板YSB20F160151031200.283.3615.78189.3625.67308.0491.680.7175三~十四層12疊合板YSB21160151031200.283.3615.78189.3625.67308.0491.680.7176三~十四層12疊合板YSB21F160151031200.283.3615.78189.3625.67308.0491.680.7177二層1疊合板YYB01160132036200.290.2920.5220.5224.2924.2983.760.7178二層1疊合板YYB01F160132036200.290.2920.5220.5224.2924.2983.760.7179二層1疊合板YYB02160132025200.200.2013.0813.0817.8417.8489.200.5080二層1疊合板YYB02F160132025200.200.2013.0813.0817.8417.8489.200.5081三~十四層12疊合板YYB01160132036200.293.4820.52246.2424.09289.0883.070.7182三~十四層12疊合板YYB01F160132036200.293.4820.52246.2424.09289.0883.070.7183三~十四層12疊合板YYB02160132025200.202.4012.13145.5617.70212.4088.500.5084三~十四層12疊合板YYB02F160132025200.202.4012.13145.5617.70212.4088.500.5085二層1預(yù)制空調(diào)板YKB01175066018100.280.280.000.0034.0934.09121.750.7186三~十二、十四層11預(yù)制空調(diào)板YKB01175066018100.293.190.000.0035.06385.66120.900.7287十三層1預(yù)制空調(diào)板YKB01175066018100.280.280.000.0033.7233.72120.430.7188二層1預(yù)制空調(diào)板YKB01F175066018100.280.280.000.0034.0934.09121.750.7189三~十二、十四層11預(yù)制空調(diào)板YKB01F175066018100.293.190.000.0035.06385.66120.900.7290十三層1預(yù)制空調(diào)板YKB01F175066018100.280.280.000.0033.7233.72120.430.7191二層1預(yù)制空調(diào)板YKB02149061018100.230.230.000.0027.5127.51119.610.5992三~十四層12預(yù)制空調(diào)板YKB02149061018100.232.760.000.0027.21326.52118.300.5993二層1預(yù)制空調(diào)板YKB02F149061018100.230.230.000.0027.5127.51119.610.5994三~十四層12預(yù)制空調(diào)板YKB02F149061018100.232.760.000.0027.21326.52118.300.5995三~十二、十四層11預(yù)制空調(diào)板YKB03175066011600.171.870.000.0019.62215.82115.410.4296十三層1預(yù)制空調(diào)板YKB03175066011600.160.160.000.0018.3218.32114.500.4197三~十二、十四層11預(yù)制空調(diào)板YKB03F175066011600.171.870.000.0019.62215.82115.410.4298十三層1預(yù)制空調(diào)板YKB03F175066011600.160.160.000.0018.3218.32114.500.4199三~十二、十四層11預(yù)制空調(diào)板YKB04175066011900.171.870.000.0020.74228.14122.000.43100十三層1預(yù)制空調(diào)板YKB04175066011900.170.170.000.0018.5218.52108.940.42101三~十二、十四層11預(yù)制空調(diào)板YKB04F175066011900.171.870.000.0020.74228.14122.000.43102十三層1預(yù)制空調(diào)板YKB04F175066011900.170.170.000.0018.5218.52108.940.421032~14F13預(yù)制樓梯板YLT011PL118046033420.7910.270.000.0097.521267.76123.441.96預(yù)制構(gòu)件-預(yù)制構(gòu)件清單項目名稱：海南省東方市十所村整體搬遷安置項目F-17地塊子項名稱：13#18#24#序號樓層層數(shù)類型編號構(gòu)件

數(shù)量外形尺寸

(mm)(高)外形尺寸

(mm)(寬)外形尺寸

(mm)(長)混凝土

方量(m3)總混凝土

方量(m3)桁架筋

重量(Kg)桁架筋

總量(Kg)鋼筋重量

(Kg)鋼筋總量

(Kg)鋼筋含量

(Kg/m3)構(gòu)件重量

(t)備注1二~十一層10疊合板YSB01260176033200.357.0016.86337.2030.35607.0086.710.872二~十一層10疊合板YSB01F260176033200.357.0016.86337.2030.35607.0086.710.873二~十一層10疊合板YSB02260176033200.357.0016.86337.2030.34606.8086.690.884二~十一層10疊合板YSB02F260176033200.357.0016.86337.2030.34606.8086.690.885二~十一層10疊合板YSB03260196028200.336.6018.96379.2028.22564.4085.520.836二~十一層10疊合板YSB03F260196028200.336.6018.96379.2028.22564.4085.520.837二~十一層10疊合板YSB04260196028200.336.6018.96379.2028.94578.8087.700.838二~十一層10疊合板YSB04F260196028200.336.6018.96379.2028.94578.8087.700.839二~十一層10疊合板YSB05260162029100.285.6014.28285.6029.46589.20105.210.6910二~十一層10疊合板YSB05F260162029100.285.6014.28285.6029.46589.20105.210.6911二~十一層10疊合板YSB06260150034200.316.2017.37347.4030.40608.0098.060.7712二~十一層10疊合板YSB06F260150034200.316.2017.37347.4030.40608.0098.060.7713二~十一層10疊合板YSB07260150034200.316.2017.37347.4027.52550.4088.770.7714二~十一層10疊合板YSB07F260150034200.316.2017.37347.4027.52550.4088.770.7715二~十一層10疊合板YSB08260196028200.326.4018.02360.4034.34686.80107.310.8116二~十一層10疊合板YSB08F260196028200.326.4018.02360.4034.34686.80107.310.8117二~十一層10疊合板YSB09260166028200.275.4013.79275.8026.74534.8099.040.6818二~十一層10疊合板YSB09F260166028200.275.4013.79275.8026.74534.8099.040.6819二~十一層10疊合板YSB10260162045200.448.8026.10522.0071.481429.60162.451.1020二~十一層10疊合板YSB10F260162045200.448.8026.10522.0071.481429.60162.451.1021二~十一層10疊合板YSB11260190040200.469.2030.84616.8041.21824.2089.591.1522二~十一層10疊合板YSB11F260190040200.469.2030.84616.8041.21824.2089.591.1523二~十一層10疊合板YSB12260190040200.469.2030.84616.8039.11782.2085.021.1524二~十一層10疊合板YSB12F260190040200.469.2030.84616.8039.11782.2085.021.1525二層1疊合板YSB13260252036200.511.0232.5065.0087.81175.62172.181.2826三~十一層9疊合板YSB13260252036200.519.1832.50585.0087.811580.58172.181.2827二層1疊合板YSB14260132040200.320.6423.7947.5853.26106.52166.440.8028三~十一層9疊合板YSB14260132040200.325.7623.79428.2253.26958.68166.440.8029二~十一層10疊合板YSB15260226032200.448.8027.20544.0036.41728.2082.751.0930二~十一層10疊合板YSB15F260226032200.448.8027.20544.0036.41728.2082.751.0931二~十一層10疊合板YSB16260226032200.448.8027.20544.0035.59711.8080.891.0932二~十一層10疊合板YSB16F260226032200.448.8027.20544.0035.59711.8080.891.0933二~十一層10疊合板YYB01260132040200.295.8021.75435.0035.74714.80123.240.7334二~十一層10疊合板YYB01F260132040200.295.8021.75435.0035.74714.80123.240.7335二~十一層10預(yù)制空調(diào)板YKB01249061026000.316.200.000.0038.66773.20124.710.7736二~十一層10預(yù)制空調(diào)板YKB01F249061026000.316.200.000.0038.66773.20124.710.77372~11F10預(yù)制樓梯板YLT012PL118046033420.7915.800.000.0093.591871.80118.471.96預(yù)制構(gòu)件-預(yù)制構(gòu)件清單項目名稱：海南省東方市十所村整體搬遷安置項目F-17地塊子項名稱：14#19#序號樓層層數(shù)類型編號構(gòu)件

數(shù)量外形尺寸

(mm)(高)外形尺寸

(mm)(寬)外形尺寸

(mm)(長)混凝土

方量(m3)總混凝土

方量(m3)桁架筋

重量(Kg)桁架筋

總量(Kg)