造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)

造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)

ID:14014170

大小:42.00 KB

页数:13页

时间:2018-07-25

造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)_第1页
造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)_第2页
造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)_第3页
造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)_第4页
造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)_第5页
资源描述:

《造价员考点汇总-建筑工程技术(summary of cost personnel test site - building engineering technology)》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库

1、造价员考点汇总-建筑工程技术(Summaryofcostpersonneltestsite-BuildingEngineeringTechnology)Summaryofcostteststaff-buildingengineeringtechnology.TxtInthispaper,thecontributionofironpartsDOCdocumentsmayexperiencepoorbrowsingontheWAPside.ItisrecommendedthatyoufirstselectTXT,ordownloadthesourcefil

2、etothelocalview.Firstpage51.2.3.4.construction5.6.7.8.9.axispositioningof8mmdiameterthinlinescirclecompassdiameterof24mmthinsolidlinecircleinthegenerallayoutofcommonlegend,newbuildingswiththicklinesshowthegenerallayoutdiagramusedinthelegend,theoriginalbuildingswiththinlinessaidt

3、hestrengthgradeofconcreteisaccordingtothecompressivestrengthofthestandardvaluedeterminedintheplateandtheverticalstressbar,accordingtotheconstructionrequirementsofreinforcedconfigurationdistributionofreinforcedlayersandhighlyclassifiedaccordingtotheconstruction,high-risebuildings

4、andresidentialbuildingsreferstothe10layerabove,andtheheightofover24metersofpublicbuildingsaccordingtotheperformanceoffirepointsthenumericalclassificationlevel,asthebasicmoduleoffourconstructionofrefractorycommonbuildingsis100mm10.pilefoundationbearingmachinetwopiles,thethickness

5、ofcapisgenerallynotlessthan300mm11.foundationbedgenerallyusetheC15concrete,12.100mmthickwhenthespanisnotgreaterthan2m,withnoupperloadwhenusingreinforcedbricklintel13.reinforcedconcretebeamheightisseveraltimesthethicknessofthebrickandmortarstructureof14.andnotlessthan120mmthecolu

6、mnsectionisnotlessthan180*240mm15.brickwallhorizontalmortarseamplumpnessofnotlessthan80%timesthe16.beameconomicspanof46m,intheeconomicspanof1.7~2.5m,theeconomicspanratioof5~9mgirder17.longsideandshortsideL2L1morethan2.0mfortheone-wayplate18.istheroleofgeneralplasterbaseadhesivea

7、ndthepreliminarylevelingeffectof19.dadoheightisgenerally1.2~1.8m20.isoftencollisioninsidethewallcorner,oftenwipingwithaheightofnotlessthan2.0m1:2cementmortarcorner2Stepnumber1.aladdersectiongenerallyshouldnotexceed18,alsoshouldnotbelessthan3grade22.outdoorsteps,eachstepheight100

8、~150mm,widthof300~400mm23.isusuallylessthan5%of

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。