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9.1工程属性 19.2荷载设计 19.3模板体系设计 29.4面板验算 59.5小梁验算 69.6主梁验算 89.7可调托座验算 119.8立杆验算 119.9高宽比验算 129.10架体抗倾覆验算 139.11立杆地基基础验算 13装配式叠合板支撑体系计算暂无相关计算方式,现参照模板支撑计算方式。板模板(轮扣式)计算书计算依据:1、《建筑施工承插型轮扣式模板支架安全技术规程》T/CCIAT0003-20192、《建筑结构可靠性设计统一标准》GB50068-20183、《混凝土结构设计规范》GB50010-20104、《建筑结构荷载规范》GB50009-20125、《钢结构设计标准》GB50017-20179.1工程属性新浇混凝土楼板名称装配式叠合板新浇混凝土楼板板厚(mm)130模板支架高度H(m)2.87模板支架纵向长度L(m)40模板支架横向长度B(m)30支架外侧模板高度Hm(mm)10009.2荷载设计模板及其支架自重标准值G1k(kN/m2)面板0.1面板及小梁0.3楼板模板0.45混凝土自重标准值G2k(kN/m3)24钢筋自重标准值G3k(kN/m3)1.1施工荷载标准值Q1k(kN/m2)3支撑脚手架计算单元上集中堆放的物料自重标准值Gjk(kN)1风荷载参数:风荷载标准值ωk(kN/m2)基本风压ω0(kN/m2)省份浙江0.3地区杭州市风荷载高度变化系数μz地面粗糙度D类(有密集建筑群且房屋较高市区)0.51模板支架顶部离建筑物地面高度(m)9风荷载体型系数μs单榀模板支架μst0.139整体模板支架μstw2.323ωfk=ω0μzμstw=0.355支架外侧模板μs1.3ωmk=ω0μzμs=0.1999.3模板体系设计结构重要性系数γ00.9脚手架安全等级II级主梁布置方向平行立杆纵向方向立杆纵向间距la(mm)900立杆横向间距lb(mm)900水平拉杆步距h(mm)1800顶层水平杆步距hˊ(mm)500立杆伸出顶层水平杆的悬臂高度h2(mm)500小梁间距l(mm)500小梁最大悬挑长度l1(mm)150主梁最大悬挑长度l2(mm)100承载力设计值调整系数γR1荷载系数参数表:正常使用极限状态承载能力极限状态可变荷载调整系数γL10.9可变荷载的分项系数γQ11.5永久荷载的分项系数γG11.3结构重要性系数γ00.9设计简图如下:模板设计平面图纵向剖面图横向剖面图9.4面板验算面板类型覆面木胶合板面板厚度t(mm)15面板抗弯强度设计值[f](N/mm2)15面板抗剪强度设计值[τ](N/mm2)1.4面板弹性模量E(N/mm2)10000面板计算方式简支梁按简支梁,取1m单位宽度计算。W=bh2/6=1000×15×15/6=37500mm3,I=bh3/12=1000×15×15×15/12=281250mm4承载能力极限状态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根据《建筑施工承插型轮扣式模板支架安全技术规程》T/CCIAT0003-2019第4.2.2条,在计算模板面板、次楞梁时,施工荷载需要另外按集中荷载2.5kN进行计算:p=0.9×1.5×0.9×Q1k=0.9×1.5×0.9×2.5=3.038kN正常使用极限状态q=(γG(G1k+(G2k+G3k)×h)+γQ×Q1k)×b=(1×(0.1+(24+1.1)×0.13)+1×3)×1=6.363kN/m计算简图如下:1、强度验算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满足要求!2、挠度验算νmax=5ql4/(384EI)=5×6.363×5004/(384×10000×281250)=1.841mmν=1.841mm≤[ν]=L/250=500/250=2mm满足要求!9.5小梁验算小梁类型矩形木楞小梁截面类型(mm)40×90小梁抗弯强度设计值[f](N/mm2)15.444小梁抗剪强度设计值[τ](N/mm2)1.782小梁截面抵抗矩W(cm3)54小梁弹性模量E(N/mm2)9350小梁截面惯性矩I(cm4)243小梁计算方式二等跨连续梁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静=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计算简图如下:1、强度验算M1=0.125q1静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满足要求!2、抗剪验算V1=0.625q1静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满足要求!3、挠度验算q=(γG(G1k+(G2k+G3k)×h)+γQ×Q1k)×b=(1×(0.3+(24+1.1)×0.13)+1×3)×0.5=3.282kN/m挠度,跨中νmax=0.521qL4/(100EI)=0.521×3.282×9004/(100×9350×243×104)=0.494mm≤[ν]=L/250=900/250=3.6mm;悬臂端νmax=ql14/(8EI)=3.282×1504/(8×9350×243×104)=0.009mm≤[ν]=2×l1/250=2×150/250=1.2mm满足要求!9.6主梁验算主梁类型钢管主梁截面类型(mm)Φ48.3×3.0主梁计算截面类型(mm)Φ48.3×3.0主梁抗弯强度设计值[f](N/mm2)205主梁抗剪强度设计值[τ](N/mm2)125主梁截面抵抗矩W(cm3)4.55主梁弹性模量E(N/mm2)206000主梁截面惯性矩I(cm4)11主梁计算方式二等跨连续梁可调托座内主梁根数2主梁受力不均匀系数0.61、小梁最大支座反力计算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静=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承载能力极限状态按二等跨连续梁,Rmax=1.25q1L=1.25×3.995×0.9=4.494kN按二等跨连续梁按悬臂梁,R1=(0.375q1静+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,其主梁受力不均匀系数=0.6R=max[Rmax,R1]×0.6=2.696kN;正常使用极限状态按二等跨连续梁,R'max=1.25q2L=1.25×3.357×0.9=3.776kN按二等跨连续梁悬臂梁,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;计算简图如下:主梁计算简图一2、抗弯验算主梁弯矩图一(kN·m)σ=Mmax/W=0.317×106/4550=69.656N/mm2≤[f]/γR=205/1=205N/mm2满足要求!3、抗剪验算主梁剪力图一(kN)τmax=2Vmax/A=2×2.696×1000/427=12.628N/mm2≤[τ]/γR=125/1=125N/mm2满足要求!4、挠度验算主梁变形图一(mm)跨中νmax=0.432mm≤[ν]=900/250=3.6mm悬挑段νmax=0.020mm≤[ν]=2×100/250=0.8mm满足要求!5、支座反力计算承载能力极限状态图一支座反力依次为R1=4.164kN,R2=5.152kN,R3=4.164kN9.7可调托座验算荷载传递至立杆方式可调托座可调托座承载力容许值[N](kN)30按上节计算可知,可调托座受力N=5.152/0.6=8.587kN≤[N]/γR=30/1=30kN满足要求!9.8立杆验算水平杆钢管截面类型Φ48.3×3.5水平杆钢管计算截面类型Φ48×3.5单元桁架组合方式矩阵型组合节点转动刚度(kN·m/rad)15扫地杆高度h1(mm)200立杆钢管截面类型(mm)Φ48.3×3.6立杆钢管计算截面类型(mm)Φ48.3×3.6钢材等级Q235立杆截面面积A(mm2)506立杆截面回转半径i(mm)15.9立杆截面抵抗矩W(cm3)5.26抗压强度设计值[f](N/mm2)205支架自重标准值q(kN/m)0.15立杆弹性模量E(N/mm2)206000立杆截面惯性矩I(cm4)12.71水平钢管截面惯性矩I1(cm4)12.191、长细比验算根据《建筑施工承插型轮扣式模板支架安全技术规程》T/CCIAT0003-2019条文说明5.1.5条,构件的允许长细比计算时构件的长度取节点间钢管的长度l0=h=1800mmλ=l0/i=1800/15.9=113.208≤[λ]=150满足要求!2、立杆稳定性验算立杆计算长度:l0=μh=2.407×1800=4333mmμ立杆计算长度系数,按规范附录G表G-1取值nz立杆步数,nz=[(支架高度H-h1-h2)/h]取整=[(2.87-0.2-0.5)/1.8]取整=1K无剪刀撑框架式支撑结构的刚度比,K=EI/(hk)+lmax/(6h)I/I1=206000×12.71×104/(1800×15×106)+900/(6×1800)×12.71/12.19=1.057α扫地杆高度h1与步距h之比与悬臂长度h2与步距h之比的较大值,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支撑脚手架风线荷载标准值:qwk=la×ωfk=0.9×0.355=0.32kN/m:风荷载作用在支架外侧模板上产生的水平力标准值:Fwk=la×Hm×ωmk=0.9×1×0.199=0.179kN支撑脚手架计算单元在风荷载作用下的倾覆力矩标准值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不考虑风荷载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满足要求!9.9高宽比验算根据《建筑施工承插型轮扣式模板支架安全技术规程》T/CCIAT0003-2019第5.4.1条:当模板支架侧向无可靠连接且高度大于5m或者高宽比大于3时,需要进行支架整体的抗倾覆验算H/B=2.87/30=0.096≤3H=2.87m≤5m满足要求!9.10架体抗倾覆验算参考《建筑施工承插型轮扣式模板支架安全技术规程》T/CCIAT0003-2019第5.4.2条:B2la(gk1+gk2)+2ΣGjkbj≥3γ0Mokgk1——均匀分布的架体面荷载自重标准值kN/m2gk2——均匀分布的架体上部的模板等物料面荷载自重标准值kN/m2Gjk——支撑脚手架计算单元上集中堆放的物料自重标准值kNbj——支撑脚手架计算单元上集中堆放的物料至倾覆原点的水平距离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满足要求!9.11立杆地基基础验算地基土类型粘性土地基承载力特征值fak(kPa)150立杆垫木地基土承载力折减系数mf0.4垫板底面面积A(m2)0.25立杆底垫板的底面平均压力p=N/(mfA)=9.091/(0.4×0.25)=90.911kPa≤fak=150kPa满足要求!预制构件-预制构件清单项目名称:海南省东方市十所村整体搬迁安置项目F-17地块子项名称:8#序号楼层层数类型编号构件
数量外形尺寸
(mm)(高)外形尺寸
(mm)(宽)外形尺寸
(mm)(长)混凝土
方量(m3)总混凝土
方量(m3)桁架筋
重量(Kg)桁架筋
总量(Kg)钢筋重量
(Kg)钢筋总量
(Kg)钢筋含量
(Kg/m3)构件重量
(t)备注1二层1叠合板YSB01160266026700.430.4322.2522.2535.3435.3482.191.072二层1叠合板YSB01F160266026700.430.4322.2522.2535.3435.3482.191.073二层1叠合板YSB02160193532700.380.3822.1222.1231.9331.9384.030.954二层1叠合板YSB02F160193532700.380.3822.1222.1231.9331.9384.030.955二层1叠合板YSB03160193532700.380.3822.1222.1232.1032.1084.470.956二层1叠合板YSB03F160193532700.380.3822.1222.1232.1032.1084.470.957二层1叠合板YSB04160193532200.370.3721.7621.7644.4144.41120.030.938二层1叠合板YSB04F160193532200.370.3721.7621.7644.4144.41120.030.939二层1叠合板YSB05160193532200.370.3721.7621.7631.8831.8886.160.9310二层1叠合板YSB05F160193532200.370.3721.7621.7631.8831.8886.160.9311二层1叠合板YSB06160214035200.450.4523.8823.8842.6542.6594.781.1312二层1叠合板YSB06F160214035200.450.4523.8823.8842.6542.6594.781.1313二层1叠合板YSB07160214035200.450.4523.8823.8844.3844.3898.621.1214二层1叠合板YSB07F160214035200.450.4523.8823.8844.3844.3898.621.1215二层1叠合板YSB08160214035200.450.4523.8823.8842.6542.6594.781.1316二层1叠合板YSB08F160214035200.450.4523.8823.8842.6542.6594.781.1317二层1叠合板YSB09160192028700.330.3319.2819.2826.9026.9081.520.8218二层1叠合板YSB10160212028700.360.3619.2819.2829.3229.3281.440.9119二层1叠合板YSB11160142026200.220.2213.5613.5640.5640.56184.360.5620二层1叠合板YSB11a160142026200.220.2213.5613.5640.5640.56184.360.5621二层1叠合板YSB12160262032750.420.4223.9523.95106.53106.53253.641.0422二层1叠合板YSB13160262032750.460.4625.9525.9599.4799.47216.241.1523二层1叠合板YSB14160198536700.440.4428.0828.0836.2536.2582.391.0924二层1叠合板YSB14F160198536700.440.4428.0828.0836.2536.2582.391.0925二层1叠合板YSB15160198536700.440.4428.0828.0836.0636.0681.951.0926二层1叠合板YSB15F160198536700.440.4428.0828.0836.0636.0681.951.0927二层1叠合板YSB16160168531200.310.3115.6615.6651.9551.95167.580.7928二层1叠合板YSB16F160168531200.310.3115.6615.6651.9551.95167.580.7929二层1叠合板YSB17160168531200.310.3115.6615.6643.8443.84141.420.7830二层1叠合板YSB17F160168531200.310.3115.6615.6643.8443.84141.420.7831二层1叠合板YSB18160178530700.330.3320.6820.6828.1228.1285.210.8232二层1叠合板YSB18a160178530700.330.3320.6820.6828.1228.1285.210.8233二层1叠合板YSB19160178530700.330.3320.6820.6828.1228.1285.210.8234二层1叠合板YSB19F160178530700.330.3320.6820.6828.1228.1285.210.8235二层1叠合板YSB20160146030200.260.2615.2715.2723.2823.2889.540.6636二层1叠合板YSB20F160146030200.260.2615.2715.2723.2823.2889.540.6637二层1叠合板YSB21160146030200.260.2615.2715.2723.2823.2889.540.6638二层1叠合板YSB21F160146030200.260.2615.2715.2723.2823.2889.540.6639三~十四层12叠合板YSB01160271027200.445.2822.70272.4038.07456.8486.521.1140三~十四层12叠合板YSB01F160271027200.445.2822.70272.4038.07456.8486.521.1141三~十四层12叠合板YSB02160196033200.394.6822.48269.7633.16397.9285.030.9842三~十四层12叠合板YSB02F160196033200.394.6822.48269.7633.16397.9285.030.9843三~十四层12叠合板YSB03160196033200.394.6822.48269.7633.16397.9285.030.9844三~十四层12叠合板YSB03F160196033200.394.6822.48269.7633.16397.9285.030.9845三~十四层12叠合板YSB04160196032200.384.5621.76261.1244.37532.44116.760.9546三~十四层12叠合板YSB04F160196032200.384.5621.76261.1244.37532.44116.760.9547三~十四层12叠合板YSB05160196032200.384.5621.76261.1231.77381.2483.610.9548三~十四层12叠合板YSB05F160196032200.384.5621.76261.1231.77381.2483.610.9549三~十四层12叠合板YSB06160217036200.475.6427.68332.1642.95515.4091.381.1850三~十四层12叠合板YSB06F160217036200.475.6427.68332.1642.95515.4091.381.1851三~十四层12叠合板YSB07160218036200.475.6427.68332.1646.55558.6099.041.1852三~十四层12叠合板YSB07F160218036200.475.6427.68332.1646.55558.6099.041.1853三~十四层12叠合板YSB08160217036200.475.6427.68332.1642.96515.5291.401.1654三~十四层12叠合板YSB08F160217036200.475.6427.68332.1642.96515.5291.401.1655三~十四层12叠合板YSB09160192029200.333.9619.01228.1231.75381.0096.210.8256三~十四层12叠合板YSB10160212029200.364.3219.01228.1234.59415.0896.080.9157三~十四层12叠合板YSB11160142026200.222.6413.56162.7240.26483.12183.000.5658三~十四层12叠合板YSB11F160142026200.222.6413.56162.7240.26483.12183.000.5659三~十四层12叠合板YSB12160262032750.425.0423.95287.40106.181274.16252.811.0460三~十四层12叠合板YSB13160262032750.465.5225.95311.4099.161189.92215.571.1561三~十四层12叠合板YSB14160201037200.455.4028.48341.7637.22446.6482.711.1262三~十四层12叠合板YSB14F160201037200.455.4028.48341.7637.22446.6482.711.1263三~十四层12叠合板YSB15160201037200.445.2827.99335.8837.22446.6484.591.1064三~十四层12叠合板YSB15F160201037200.445.2827.99335.8837.22446.6484.591.1065三~十四层12叠合板YSB16160171031200.313.7215.03180.3658.51702.12188.740.7866三~十四层12叠合板YSB16F160171031200.313.7215.03180.3658.51702.12188.740.7867三~十四层12叠合板YSB17160171031200.323.8420.88250.5643.85526.20137.030.8068三~十四层12叠合板YSB17F160171031200.323.8420.88250.5643.85526.20137.030.8069三~十四层12叠合板YSB18160183531200.344.0821.04252.4829.18350.1685.820.8670三~十四层12叠合板YSB18F160183531200.344.0821.04252.4829.18350.1685.820.8671三~十四层12叠合板YSB19160183531200.344.0821.04252.4829.18350.1685.820.8672三~十四层12叠合板YSB19F160183531200.344.0821.04252.4829.18350.1685.820.8673三~十四层12叠合板YSB20160151031200.283.3615.78189.3625.67308.0491.680.7174三~十四层12叠合板YSB20F160151031200.283.3615.78189.3625.67308.0491.680.7175三~十四层12叠合板YSB21160151031200.283.3615.78189.3625.67308.0491.680.7176三~十四层12叠合板YSB21F160151031200.283.3615.78189.3625.67308.0491.680.7177二层1叠合板YYB01160132036200.290.2920.5220.5224.2924.2983.760.7178二层1叠合板YYB01F160132036200.290.2920.5220.5224.2924.2983.760.7179二层1叠合板YYB02160132025200.200.2013.0813.0817.8417.8489.200.5080二层1叠合板YYB02F160132025200.200.2013.0813.0817.8417.8489.200.5081三~十四层12叠合板YYB01160132036200.293.4820.52246.2424.09289.0883.070.7182三~十四层12叠合板YYB01F160132036200.293.4820.52246.2424.09289.0883.070.7183三~十四层12叠合板YYB02160132025200.202.4012.13145.5617.70212.4088.500.5084三~十四层12叠合板YYB02F160132025200.202.4012.13145.5617.70212.4088.500.5085二层1预制空调板YKB01175066018100.280.280.000.0034.0934.09121.750.7186三~十二、十四层11预制空调板YKB01175066018100.293.190.000.0035.06385.66120.900.7287十三层1预制空调板YKB01175066018100.280.280.000.0033.7233.72120.430.7188二层1预制空调板YKB01F175066018100.280.280.000.0034.0934.09121.750.7189三~十二、十四层11预制空调板YKB01F175066018100.293.190.000.0035.06385.66120.900.7290十三层1预制空调板YKB01F175066018100.280.280.000.0033.7233.72120.430.7191二层1预制空调板YKB02149061018100.230.230.000.0027.5127.51119.610.5992三~十四层12预制空调板YKB02149061018100.232.760.000.0027.21326.52118.300.5993二层1预制空调板YKB02F149061018100.230.230.000.0027.5127.51119.610.5994三~十四层12预制空调板YKB02F149061018100.232.760.000.0027.21326.52118.300.5995三~十二、十四层11预制空调板YKB03175066011600.171.870.000.0019.62215.82115.410.4296十三层1预制空调板YKB03175066011600.160.160.000.0018.3218.32114.500.4197三~十二、十四层11预制空调板YKB03F175066011600.171.870.000.0019.62215.82115.410.4298十三层1预制空调板YKB03F175066011600.160.160.000.0018.3218.32114.500.4199三~十二、十四层11预制空调板YKB04175066011900.171.870.000.0020.74228.14122.000.43100十三层1预制空调板YKB04175066011900.170.170.000.0018.5218.52108.940.42101三~十二、十四层11预制空调板YKB04F175066011900.171.870.000.0020.74228.14122.000.43102十三层1预制空调板YKB04F175066011900.170.170.000.0018.5218.52108.940.421032~14F13预制楼梯板YLT011PL118046033420.7910.270.000.0097.521267.76123.441.96预制构件-预制构件清单项目名称:海南省东方市十所村整体搬迁安置项目F-17地块子项名称:10#序号楼层层数类型编号构件
数量外形尺寸
(mm)(高)外形尺寸
(mm)(宽)外形尺寸
(mm)(长)混凝土
方量(m3)总混凝土
方量(m3)桁架筋
重量(Kg)桁架筋
总量(Kg)钢筋重量
(Kg)钢筋总量
(Kg)钢筋含量
(Kg/m3)构件重量
(t)备注1二层1叠合板YSB01160266026700.430.4322.2522.2535.3435.3482.191.072二层1叠合板YSB01F160266026700.430.4322.2522.2535.3435.3482.191.073二层1叠合板YSB02160193532700.380.3822.1222.1231.9331.9384.030.954二层1叠合板YSB02F160193532700.380.3822.1222.1231.9331.9384.030.955二层1叠合板YSB03160193532700.380.3822.1222.1232.1032.1084.470.956二层1叠合板YSB03F160193532700.380.3822.1222.1232.1032.1084.470.957二层1叠合板YSB04160193532200.370.3721.7621.7644.4144.41120.030.938二层1叠合板YSB04F160193532200.370.3721.7621.7644.4144.41120.030.939二层1叠合板YSB05160193532200.370.3721.7621.7631.8831.8886.160.9310二层1叠合板YSB05F160193532200.370.3721.7621.7631.8831.8886.160.9311二层1叠合板YSB06160214035200.450.4523.8823.8842.6542.6594.781.1312二层1叠合板YSB06F160214035200.450.4523.8823.8842.6542.6594.781.1313二层1叠合板YSB07160214035200.450.4523.8823.8844.3844.3898.621.1214二层1叠合板YSB07F160214035200.450.4523.8823.8844.3844.3898.621.1215二层1叠合板YSB08160214035200.450.4523.8823.8842.6542.6594.781.1316二层1叠合板YSB08F160214035200.450.4523.8823.8842.6542.6594.781.1317二层1叠合板YSB09160192028700.330.3319.2819.2826.9026.9081.520.8218二层1叠合板YSB10160212028700.360.3619.2819.2829.3229.3281.440.9119二层1叠合板YSB11160142026200.220.2213.5613.5640.5640.56184.360.5620二层1叠合板YSB11a160142026200.220.2213.5613.5640.5640.56184.360.5621二层1叠合板YSB12160262032750.420.4223.9523.95106.53106.53253.641.0422二层1叠合板YSB13160262032750.460.4625.9525.9599.4799.47216.241.1523二层1叠合板YSB14160198536700.440.4428.0828.0836.2536.2582.391.0924二层1叠合板YSB14F160198536700.440.4428.0828.0836.2536.2582.391.0925二层1叠合板YSB15160198536700.440.4428.0828.0836.0636.0681.951.0926二层1叠合板YSB15F160198536700.440.4428.0828.0836.0636.0681.951.0927二层1叠合板YSB16160168531200.310.3115.6615.6651.9551.95167.580.7928二层1叠合板YSB16F160168531200.310.3115.6615.6651.9551.95167.580.7929二层1叠合板YSB17160168531200.310.3115.6615.6643.8443.84141.420.7830二层1叠合板YSB17F160168531200.310.3115.6615.6643.8443.84141.420.7831二层1叠合板YSB18160178530700.330.3320.6820.6828.1228.1285.210.8232二层1叠合板YSB18a160178530700.330.3320.6820.6828.1228.1285.210.8233二层1叠合板YSB19160178530700.330.3320.6820.6828.1228.1285.210.8234二层1叠合板YSB19F160178530700.330.3320.6820.6828.1228.1285.210.8235二层1叠合板YSB20160146030200.260.2615.2715.2723.2823.2889.540.6636二层1叠合板YSB20F160146030200.260.2615.2715.2723.2823.2889.540.6637二层1叠合板YSB21160146030200.260.2615.2715.2723.2823.2889.540.6638二层1叠合板YSB21F160146030200.260.2615.2715.2723.2823.2889.540.6639三~十四层12叠合板YSB01160271027200.445.2822.70272.4038.07456.8486.521.1140三~十四层12叠合板YSB01F160271027200.445.2822.70272.4038.07456.8486.521.1141三~十四层12叠合板YSB02160196033200.394.6822.48269.7633.16397.9285.030.9842三~十四层12叠合板YSB02F160196033200.394.6822.48269.7633.16397.9285.030.9843三~十四层12叠合板YSB03160196033200.394.6822.48269.7633.16397.9285.030.9844三~十四层12叠合板YSB03F160196033200.394.6822.48269.7633.16397.9285.030.9845三~十四层12叠合板YSB04160196032200.384.5621.76261.1244.37532.44116.760.9546三~十四层12叠合板YSB04F160196032200.384.5621.76261.1244.37532.44116.760.9547三~十四层12叠合板YSB05160196032200.384.5621.76261.1231.77381.2483.610.9548三~十四层12叠合板YSB05F160196032200.384.5621.76261.1231.77381.2483.610.9549三~十四层12叠合板YSB06160217036200.475.6427.68332.1642.95515.4091.381.1850三~十四层12叠合板YSB06F160217036200.475.6427.68332.1642.95515.4091.381.1851三~十四层12叠合板YSB07160218036200.475.6427.68332.1646.55558.6099.041.1852三~十四层12叠合板YSB07F160218036200.475.6427.68332.1646.55558.6099.041.1853三~十四层12叠合板YSB08160217036200.475.6427.68332.1642.96515.5291.401.1654三~十四层12叠合板YSB08F160217036200.475.6427.68332.1642.96515.5291.401.1655三~十四层12叠合板YSB09160192029200.333.9619.01228.1231.75381.0096.210.8256三~十四层12叠合板YSB10160212029200.364.3219.01228.1234.59415.0896.080.9157三~十四层12叠合板YSB11160142026200.222.6413.56162.7240.26483.12183.000.5658三~十四层12叠合板YSB11F160142026200.222.6413.56162.7240.26483.12183.000.5659三~十四层12叠合板YSB12160262032750.425.0423.95287.40106.181274.16252.811.0460三~十四层12叠合板YSB13160262032750.465.5225.95311.4099.161189.92215.571.1561三~十四层12叠合板YSB14160201037200.455.4028.48341.7637.22446.6482.711.1262三~十四层12叠合板YSB14F160201037200.455.4028.48341.7637.22446.6482.711.1263三~十四层12叠合板YSB15160201037200.445.2827.99335.8837.22446.6484.591.1064三~十四层12叠合板YSB15F160201037200.445.2827.99335.8837.22446.6484.591.1065三~十四层12叠合板YSB16160171031200.313.7215.03180.3658.51702.12188.740.7866三~十四层12叠合板YSB16F160171031200.313.7215.03180.3658.51702.12188.740.7867三~十四层12叠合板YSB17160171031200.323.8420.88250.5643.85526.20137.030.8068三~十四层12叠合板YSB17F160171031200.323.8420.88250.5643.85526.20137.030.8069三~十四层12叠合板YSB18160183531200.344.0821.04252.4829.18350.1685.820.8670三~十四层12叠合板YSB18F160183531200.344.0821.04252.4829.18350.1685.820.8671三~十四层12叠合板YSB19160183531200.344.0821.04252.4829.18350.1685.820.8672三~十四层12叠合板YSB19F160183531200.344.0821.04252.4829.18350.1685.820.8673三~十四层12叠合板YSB20160151031200.283.3615.78189.3625.67308.0491.680.7174三~十四层12叠合板YSB20F160151031200.283.3615.78189.3625.67308.0491.680.7175三~十四层12叠合板YSB21160151031200.283.3615.78189.3625.67308.0491.680.7176三~十四层12叠合板YSB21F160151031200.283.3615.78189.3625.67308.0491.680.7177二层1叠合板YYB01160132036200.290.2920.5220.5224.2924.2983.760.7178二层1叠合板YYB01F160132036200.290.2920.5220.5224.2924.2983.760.7179二层1叠合板YYB02160132025200.200.2013.0813.0817.8417.8489.200.5080二层1叠合板YYB02F160132025200.200.2013.0813.0817.8417.8489.200.5081三~十四层12叠合板YYB01160132036200.293.4820.52246.2424.09289.0883.070.7182三~十四层12叠合板YYB01F160132036200.293.4820.52246.2424.09289.0883.070.7183三~十四层12叠合板YYB02160132025200.202.4012.13145.5617.70212.4088.500.5084三~十四层12叠合板YYB02F160132025200.202.4012.13145.5617.70212.4088.500.5085二层1预制空调板YKB01175066018100.280.280.000.0034.0934.09121.750.7186三~十二、十四层11预制空调板YKB01175066018100.293.190.000.0035.06385.66120.900.7287十三层1预制空调板YKB01175066018100.280.280.000.0033.7233.72120.430.7188二层1预制空调板YKB01F175066018100.280.280.000.0034.0934.09121.750.7189三~十二、十四层11预制空调板YKB01F175066018100.293.190.000.0035.06385.66120.900.7290十三层1预制空调板YKB01F175066018100.280.280.000.0033.7233.72120.430.7191二层1预制空调板YKB02149061018100.230.230.000.0027.5127.51119.610.5992三~十四层12预制空调板YKB02149061018100.232.760.000.0027.21326.52118.300.5993二层1预制空调板YKB02F149061018100.230.230.000.0027.5127.51119.610.5994三~十四层12预制空调板YKB02F149061018100.232.760.000.0027.21326.52118.300.5995三~十二、十四层11预制空调板YKB03175066011600.171.870.000.0019.62215.82115.410.4296十三层1预制空调板YKB03175066011600.160.160.000.0018.3218.32114.500.4197三~十二、十四层11预制空调板YKB03F175066011600.171.870.000.0019.62215.82115.410.4298十三层1预制空调板YKB03F175066011600.160.160.000.0018.3218.32114.500.4199三~十二、十四层11预制空调板YKB04175066011900.171.870.000.0020.74228.14122.000.43100十三层1预制空调板YKB04175066011900.170.170.000.0018.5218.52108.940.42101三~十二、十四层11预制空调板YKB04F175066011900.171.870.000.0020.74228.14122.000.43102十三层1预制空调板YKB04F175066011900.170.170.000.0018.5218.52108.940.421032~14F13预制楼梯板YLT011PL118046033420.7910.270.000.0097.521267.76123.441.96预制构件-预制构件清单项目名称:海南省东方市十所村整体搬迁安置项目F-17地块子项名称:13#18#24#序号楼层层数类型编号构件
数量外形尺寸
(mm)(高)外形尺寸
(mm)(宽)外形尺寸
(mm)(长)混凝土
方量(m3)总混凝土
方量(m3)桁架筋
重量(Kg)桁架筋
总量(Kg)钢筋重量
(Kg)钢筋总量
(Kg)钢筋含量
(Kg/m3)构件重量
(t)备注1二~十一层10叠合板YSB01260176033200.357.0016.86337.2030.35607.0086.710.872二~十一层10叠合板YSB01F260176033200.357.0016.86337.2030.35607.0086.710.873二~十一层10叠合板YSB02260176033200.357.0016.86337.2030.34606.8086.690.884二~十一层10叠合板YSB02F260176033200.357.0016.86337.2030.34606.8086.690.885二~十一层10叠合板YSB03260196028200.336.6018.96379.2028.22564.4085.520.836二~十一层10叠合板YSB03F260196028200.336.6018.96379.2028.22564.4085.520.837二~十一层10叠合板YSB04260196028200.336.6018.96379.2028.94578.8087.700.838二~十一层10叠合板YSB04F260196028200.336.6018.96379.2028.94578.8087.700.839二~十一层10叠合板YSB05260162029100.285.6014.28285.6029.46589.20105.210.6910二~十一层10叠合板YSB05F260162029100.285.6014.28285.6029.46589.20105.210.6911二~十一层10叠合板YSB06260150034200.316.2017.37347.4030.40608.0098.060.7712二~十一层10叠合板YSB06F260150034200.316.2017.37347.4030.40608.0098.060.7713二~十一层10叠合板YSB07260150034200.316.2017.37347.4027.52550.4088.770.7714二~十一层10叠合板YSB07F260150034200.316.2017.37347.4027.52550.4088.770.7715二~十一层10叠合板YSB08260196028200.326.4018.02360.4034.34686.80107.310.8116二~十一层10叠合板YSB08F260196028200.326.4018.02360.4034.34686.80107.310.8117二~十一层10叠合板YSB09260166028200.275.4013.79275.8026.74534.8099.040.6818二~十一层10叠合板YSB09F260166028200.275.4013.79275.8026.74534.8099.040.6819二~十一层10叠合板YSB10260162045200.448.8026.10522.0071.481429.60162.451.1020二~十一层10叠合板YSB10F260162045200.448.8026.10522.0071.481429.60162.451.1021二~十一层10叠合板YSB11260190040200.469.2030.84616.8041.21824.2089.591.1522二~十一层10叠合板YSB11F260190040200.469.2030.84616.8041.21824.2089.591.1523二~十一层10叠合板YSB12260190040200.469.2030.84616.8039.11782.2085.021.1524二~十一层10叠合板YSB12F260190040200.469.2030.84616.8039.11782.2085.021.1525二层1叠合板YSB13260252036200.511.0232.5065.0087.81175.62172.181.2826三~十一层9叠合板YSB13260252036200.519.1832.50585.0087.811580.58172.181.2827二层1叠合板YSB14260132040200.320.6423.7947.5853.26106.52166.440.8028三~十一层9叠合板YSB14260132040200.325.7623.79428.2253.26958.68166.440.8029二~十一层10叠合板YSB15260226032200.448.8027.20544.0036.41728.2082.751.0930二~十一层10叠合板YSB15F260226032200.448.8027.20544.0036.41728.2082.751.0931二~十一层10叠合板YSB16260226032200.448.8027.20544.0035.59711.8080.891.0932二~十一层10叠合板YSB16F260226032200.448.8027.20544.0035.59711.8080.891.0933二~十一层10叠合板YYB01260132040200.295.8021.75435.0035.74714.80123.240.7334二~十一层10叠合板YYB01F260132040200.295.8021.75435.0035.74714.80123.240.7335二~十一层10预制空调板YKB01249061026000.316.200.000.0038.66773.20124.710.7736二~十一层10预制空调板YKB01F249061026000.316.200.000.0038.66773.20124.710.77372~11F10预制楼梯板YLT012PL118046033420.7915.800.000.0093.591871.80118.471.96预制构件-预制构件清单项目名称:海南省东方市十所村整体搬迁安置项目F-17地块子项名称:14#19#序号楼层层数类型编号构件
数量外形尺寸
(mm)(高)外形尺寸
(mm)(宽)外形尺寸
(mm)(长)混凝土
方量(m3)总混凝土
方量(m3)桁架筋
重量(Kg)桁架筋
总量(Kg)
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