网架吊装专项施工方案.pdf

《网架吊装专项施工方案.pdf》由会员分享，可在线阅读，更多相关《网架吊装专项施工方案.pdf（42页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目编号：编号：SJ1F.1703-11SJ1F.1703-11创新中心续建工程（公共服务平台）项目创新中心续建工程（公共服务平台）项目网架结构吊装专项施工方案网架结构吊装专项施工方案编编 制制 人人：审审 核核 人人：批批 准准 人人：日日期期:网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目目目录录一、编制依据一、编制依据.2.2二、工程概况二、工程概况.2.2三、施工准备三、施工准备.3.3四、网架吊装部署四、网架吊装部署.3.3五、网架单元计算五、网架单元计算.6.6六、营业执照及税务登记证六、营业执照及税务登记证.4

2、1.411网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目一、编制依据一、编制依据1.11.1 工程相关文件工程相关文件创新中心续建工程（公共服务平台）项目网架工程建筑图创新中心续建工程（公共服务平台）项目网架工程结构图网架结构施工方案二、工程概况二、工程概况工程名称质量标准创新中心续建工程（公共服务平台）项目符合现行的质量验收规范，达到合格标准。本工程为太原不锈钢产业园区创新中心续建工程整个研发中心的裙房部分网架结构，该网架为正放四角锥焊接空心球结构，上弦多点支承，网架短向跨26.0米，长向跨度35.7米,厚度1.5米。工程简介两台吊车同时起吊，因网架面积35.7m*26m较大，

3、所以要求吊车司机配合度相当高。本工程网架在室外地坪拼装完成，一次性吊到楼内指定位置。吊装公司山西二牛吊装有限公司2网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目三、施工准备三、施工准备3.13.1组织架构组织架构3.23.2机具准备机具准备机具设备计划机械或设备名称汽车吊车交流或直流焊机规格型号260 吨数量两台4 台备注吊装网架预埋板焊接四、网架吊装部署四、网架吊装部署4.14.1 整体安装部署整体安装部署网架安装计划先在地面拼装完成除屋面以外，利用汽车吊吊装屋面上与屋面上预埋板焊接施工方案。在距楼7m位置进行拼装完成，然后用260t的两辆吊车，共同起吊至屋面。3网架结构吊装施

4、工专项方案创新中心续建工程（公共服务平台）项目现场平面图如下:4网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目4.34.3 网架的提升网架的提升4.3.1网架提升的机具选择网架的提升计划采用两台260吨汽车吊，吊绳尺寸选用22#，吊点为网架下弦部位，出臂顺序为222111，钢丝绳选取6分，经过计算汽车吊吊装网架为31吨，单台汽车吊乘以1.2倍系数负荷为18.6吨。具体性能表如下：4.3.2网架提升示意图网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件五、网架单元计算五、网架单元计算 5.1 5.1网架单元信息（单元号、截面、

5、长度详见网架结构设计图纸）网架单元信息（单元号、截面、长度详见网架结构设计图纸）网架单元信息表单元号1011121617181920262728293637455563647273818290100108109110117118119125126截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5

6、60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.7002.7502.7503.0003.0002.8002.7002.7503.0002.8002.7002.7502.8002.7002.8002.7002.8002.7002.8002.7002.8002.7002.8002.7002.8002.7002.7502.8002.7002.7503.0002.800面积最大轴力 最小轴力2(mm)(kN)(kN)62162162162162162162162162162162162162162162162162162162162162

7、16216216216216216216216216216216210.83.91.82.74.40.80.75.35.80.70.66.60.60.70.70.90.90.70.70.70.70.90.90.70.70.66.60.60.75.35.80.70.83.91.82.74.40.80.75.35.80.70.66.60.60.70.70.90.90.70.70.70.70.90.90.70.70.66.60.60.75.35.80.7强度0.010.030.010.020.030.010.000.040.040.000.000.050.000.010.010.010.010.01

8、0.010.010.010.010.010.010.010.000.050.000.000.040.040.00稳定长细比结论0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00108110110120120112108110120112108110112108112108112108112108112108112108112108110112108110120112满足满足满足满足满足满足满

9、足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足6网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号127128129133134135148149155156160164165169170174175176188189205219220234250251263264265269270274275279283284截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.

10、560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.7002.7502.7503.0003.0002.8002.3702.3702.3702.3702.3702.3702.4002.4002.3702.3702.3702.3702.3702.3702.3702.3702.3702.3702.3702

11、.3702.3702.3702.3702.3702.4002.4002.3702.3702.3702.370面积最大轴力 最小轴力2(mm)(kN)(kN)6216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216210.83.91.82.74.40.8-3.5-7.5-7.5-3.50.5-10.3-18.0-18.0-10.30.50.52.82.80.50.40.40.40.40.53.43.40.50.5-11.1-18.7-18.7

12、-11.10.5-4.3-8.70.83.91.82.74.40.8-3.5-7.5-7.5-3.50.5-10.3-18.0-18.0-10.30.50.52.82.80.50.40.40.40.40.53.43.40.50.5-11.1-18.7-18.7-11.10.5-4.3-8.7强度0.010.030.010.020.030.010.030.060.060.030.000.080.140.140.080.000.000.020.020.000.000.000.000.000.000.030.030.000.000.080.140.140.080.000.030.07稳定长细比结论0

13、.000.000.000.000.000.000.040.100.100.040.000.130.230.230.130.000.000.000.000.000.000.000.000.000.000.000.000.000.000.140.240.240.140.000.050.11108110110120120112959595959595969695959595959595959595959595959595969695959595满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足7网架结构吊装

14、施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号290291295296298299301303304305309310311318319326343350351358359366383390391398399400401405406407408410411413截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.56

15、0 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.3702.3701.9752.7503.0003.0003.0001.9752.7502.8753.0002.2001.9752.2001.9752.2001.9752.2001.9752.2001.9752.2001.9752.2001.9752.2001.9752.7502.8753.0002.2001.9752.7503.0003.0003.000面积最大

16、轴力 最小轴力2(mm)(kN)(kN)621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621-8.7-4.3-2.0-2.0-2.7-3.1-3.2-2.6-9.1-1.6-10.2-2.5-1.9-2.1-3.2-3.5-0.30.3-0.10.1-0.30.3-3.2-3.5-1.9-2.1-2.6-9.1-1.6-10.2-2.5-2.0-2.0-2.7-3.1-3.2-8.7-4.3-2.0-2.0-2.7-3.1-3.2-

17、2.6-9.1-1.6-10.2-2.5-1.9-2.1-3.2-3.5-0.30.3-0.10.1-0.30.3-3.2-3.5-1.9-2.1-2.6-9.1-1.6-10.2-2.5-2.0-2.0-2.7-3.1-3.2强度0.070.030.010.010.020.020.020.020.070.010.080.020.010.020.020.030.000.000.000.000.000.000.020.030.010.020.020.070.010.080.020.010.010.020.020.02稳定长细比结论0.110.050.020.030.050.050.060.030

18、.160.030.210.030.020.020.030.040.000.000.000.000.000.000.030.040.020.020.030.160.030.210.030.020.030.050.050.0695957911012012012079124129135887988798879887988798879887988791241291358879110120120120满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足8网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目

19、同济大学同济大学 3D3S3D3S 软件软件单元号418425429432439442443456457470471484485498499512513526530537542544545546547548551552554555557558559560561564截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x

20、3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.3702.3702.2502.3702.3702.2502.2502.2502.2502.2502.2502.2502.2502.2502.2502.2502.2502.2502.3702.3702.0771.9352.4172.4172.2972.2972.2972.2972.4912.3742.4912.4912.3742.3742.4912.374面积最大轴力 最小轴力2(mm)(kN)(kN)6216

21、216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216213.63.6-1.92.22.2-1.94.44.4-3.7-3.7-4.5-4.5-4.1-4.14.24.2-2.2-2.25.15.1-1.33.20.6-2.1-0.22.4-0.5-3.21.64.6-2.4-1.92.42.61.25.33.63.6-1.92.22.2-1.94.44.4-3.7-3.7-4.5-4.5-4.1-4.14.24.2-2.2-2.25.15.1-

22、1.33.20.6-2.1-0.22.4-0.5-3.21.64.6-2.4-1.92.42.61.25.3强度0.030.030.010.020.020.010.030.030.030.030.030.030.030.030.030.030.020.020.040.040.010.020.000.020.000.020.000.020.010.030.020.010.020.020.010.04稳定长细比结论0.000.000.020.000.000.020.000.000.040.040.050.050.050.050.000.000.030.030.000.000.010.000.000

23、.030.000.000.010.040.000.000.030.030.000.000.000.0095959095959010110190909090909010110190909595837797979292929210095100100959510095满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足9网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号56756856957057157257357557757857958058158

24、2583584585586587588589590591592593594595596597598599600601602603604截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5

25、60 x3.560 x3.560 x3.5长度(m)2.3742.3742.4912.4912.3742.3742.1081.9682.8402.0042.8402.0042.3552.3552.3552.3552.3552.3552.3552.3552.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.430面积最大轴力 最小轴力2(mm)(kN)(kN)6216216216216216216216216216216216216216216216216216216216216216216216

26、21621621621621621621621621621621621621-3.3-0.3-2.10.22.9-0.3-1.03.3-0.2-0.7-2.23.2-3.8-4.7-1.310.81.95.013.612.2-7.7-1.211.8-1.8-2.2-1.92.42.8-1.4-8.3-2.513.34.81.311.013.6-3.3-0.3-2.10.22.9-0.3-1.03.3-0.2-0.7-2.23.2-3.8-4.7-1.310.81.95.013.612.2-7.7-1.211.8-1.8-2.2-1.92.42.8-1.4-8.3-2.513.34.81.311

27、.013.6强度0.020.000.020.000.020.000.010.030.000.010.020.020.030.040.010.080.010.040.100.090.060.010.090.010.020.010.020.020.010.060.020.100.040.010.080.10稳定长细比结论0.040.000.030.000.000.000.010.000.000.010.040.000.050.060.020.000.000.000.000.000.100.020.000.020.030.030.000.000.020.110.030.000.000.000.000

28、.00959510010095958479114801148094949494106106106106979797979797979797979797109109109109满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足10网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号605606607608609610611612613614615616617618619620621622623624625626627628629630631632

29、633634635636637638639640截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.4302.4302.4302.

30、4302.0362.8402.0362.8402.8402.0042.8402.0042.3552.3552.3552.3552.3552.3552.3552.3552.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.430面积最大轴力 最小轴力2(mm)(kN)(kN)621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621-4.9-

31、4.011.6-1.7-0.60.23.1-2.51.30.9-3.11.3-4.52.8-8.010.7-28.2-28.9-45.7-48.43.9-3.612.1-10.91.51.8-0.7-1.1-3.74.2-11.312.3-30.3-30.5-51.5-48.1-4.9-4.011.6-1.7-0.60.23.1-2.51.30.9-3.11.3-4.52.8-8.010.7-28.2-28.9-45.7-48.43.9-3.612.1-10.91.51.8-0.7-1.1-3.74.2-11.312.3-30.3-30.5-51.5-48.1强度0.040.030.090.0

32、10.000.000.020.020.010.010.020.010.030.020.060.080.210.220.340.360.030.030.090.080.010.010.010.010.030.030.080.090.230.230.390.36稳定长细比结论0.060.050.000.020.010.000.000.040.000.000.050.000.060.000.100.000.410.420.660.700.000.050.000.140.000.000.010.010.050.000.150.000.460.460.780.7297979797811148111411

33、4801148094949494106106106106979797979797979797979797109109109109满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足11网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号64164264364464564664764865265365565665765865966066166266366466566666766866967067167267367467567667867968068

34、3截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.4302.4302.4302.4302.0362.8402.0362.840

35、2.0042.3552.3552.3552.3552.3552.3552.3552.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.4302.036面积最大轴力 最小轴力2(mm)(kN)(kN)6216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216214.1-4.49.9-8.51.11.61.1-3.4-

36、1.10.6-11.1-3.618.517.5-15.9-18.517.92.1-3.7-14.27.37.5-6.5-6.12.618.2-14.9-3.819.121.1-20.5-17.90.9-3.7-11.5-1.04.1-4.49.9-8.51.11.61.1-3.4-1.10.6-11.1-3.618.517.5-15.9-18.517.92.1-3.7-14.27.37.5-6.5-6.12.618.2-14.9-3.819.121.1-20.5-17.90.9-3.7-11.5-1.0强度0.030.030.070.060.010.010.010.030.010.000.08

37、0.030.140.130.120.140.130.020.030.110.050.060.050.050.020.140.110.030.140.160.150.130.010.030.090.01稳定长细比结论0.000.060.000.110.000.000.000.050.010.000.140.050.000.000.200.230.000.000.050.190.000.000.080.080.000.000.190.050.000.000.270.230.000.050.150.019797979781114811148094949494949494979797979797979

38、7979797979797979797979781满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足12网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号688692693694695696697698699700701702703704705706707708709710711712715719725726727729730731732733734735736737截面60 x3.560 x3.560 x3.560 x3.560 x3.56

39、0 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.0042.3552.3552.3552.3552.3552.4302.4302.4302.4302.4302.4302.4302.4302.4302.43

40、02.4302.4302.4302.4302.4302.4302.4302.0362.3622.3622.3622.3622.3622.3622.3622.4372.4372.4372.4372.437面积最大轴力 最小轴力2(mm)(kN)(kN)621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621621-2.8-3.28.510.1-7.5-9.210.08.3-4.6-11.210.010.1-9.0-8.68.310.7-11.8

41、-4.611.39.8-10.3-8.6-3.3-2.41.15.1-3.52.56.9-3.7-2.43.28.0-1.3-6.28.4-2.8-3.28.510.1-7.5-9.210.08.3-4.6-11.210.010.1-9.0-8.68.310.7-11.8-4.611.39.8-10.3-8.6-3.3-2.41.15.1-3.52.56.9-3.7-2.43.28.0-1.3-6.28.4强度0.020.020.060.080.060.070.070.060.030.080.080.080.070.060.060.080.090.030.080.070.080.060.030

42、.020.010.040.030.020.050.030.020.020.060.010.050.06稳定长细比结论0.030.040.000.000.090.120.000.000.060.150.000.000.120.110.000.000.150.060.000.000.130.110.040.030.000.000.040.000.000.050.030.000.000.020.080.00809494949494979797979797979797979797979797979781949494949494949797979797满足满足满足满足满足满足满足满足满足满足满足满足满足

43、满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足13网架结构吊装施工专项方案创新中心续建工程（公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号738739740741742743744745746747748749750752758762763765767768769770771772773774775776777778779780782783784788截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560

44、x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.0122.3622.3622.3622.3622.3622.4372.4372.4372.4372.4372.437

45、2.4372.4372.4372.4372.4372.4372.4372.4372.4372.437面积最大轴力 最小轴力2(mm)(kN)(kN)6216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216218.5-6.6-6.48.13.5-6.5-1.37.53.5-3.0-4.55.00.6-2.73.01.0-0.81.4-0.0-0.60.16.0-1.2-2.73.43.4-2.2-2.16.20.1-2.9-1.21.9-0.

46、8-0.6-0.58.5-6.6-6.48.13.5-6.5-1.37.53.5-3.0-4.55.00.6-2.73.01.0-0.81.4-0.0-0.60.16.0-1.2-2.73.43.4-2.2-2.16.20.1-2.9-1.21.9-0.8-0.6-0.5强度0.060.050.050.060.030.050.010.060.030.020.030.040.000.020.020.010.010.010.000.000.000.050.010.020.030.030.020.020.050.000.020.010.010.010.000.00稳定长细比结论0.000.090.0

47、80.000.000.090.020.000.000.040.060.000.000.040.000.000.010.000.000.010.000.000.020.040.000.000.030.030.000.000.040.020.000.010.010.01979797979797979797979797979780949494949497979797979797979797979797979797满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足满足14网架结构吊装施工专项方案创新中心续建工程（

48、公共服务平台）项目同济大学同济大学 3D3S3D3S 软件软件单元号789793794795796797798799800801803805806807808809810811812813814815816817818819820822824825826827828832833836截面60 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560

49、 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.560 x3.5长度(m)2.0452.8462.0122.8462.0122.3622.3622.3622.3622.3622.3622.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.4372.0452.8462.0452.8462.0122.3622.362面积最大轴力 最小轴力2(mm)(kN

50、)(kN)6216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216216213.20.20.50.20.51.2-0.51.2-0.51.01.0-0.41.5-0.41.50.60.60.60.61.7-0.51.7-0.50.30.80.30.81.61.60.50.30.50.33.0-0.81.03.20.20.50.20.51.2-0.51.2-0.51.01.0-0.41.5-0.41.50.60.60.60.61.7-0.51.7-