工业厂房工程测量施工方案资料

1、videoconference,Secr etary ofthepr ovincialCommittee ofXiaBaol ongstresse d:thi s year isthe five watertreatment357timetables forthree yearsto resolveoutsta ndi ng issues, obvi ouslyw orke d,victoryoftheyear.TheCountys departme nts at all level smustfirmlyestabli sh theguanghuiis g old a nd silvergr

2、ee ndev elopment concept, convincedt hatCastle i snotrelaxed,al ways maintai ning strategica bility andstrongdetermination toimprovet he e nvironme nt, consistently playing w ellfivewatertreatmentofwinningthe war,ever-higherlevelsofcompr ehe nsivewe -off societywas built.(A) lay thesew ageuphill bat

3、tle. Thi s yearwewillriverwaterqualityim prove d atthe county level,up to five thisbasi cobjectivegra spofpolluti on controlthatfocus,with the focus onthre e thing s:a goodjob,cl ear riversreachingt he Countycreate d.Orga nization look backspecial i nspecti on,t he Countygar bageRiver,bla ck andodor

4、 ous Riveris Drag net investig ati on,timely re ctification ofpr oblem s found in place firmlytoprevent riverpollution rebound. In accordancewiththe one -stop strategy, improvi ngthe inferior fivewater quality monitori ngstati onswork thisy earto ensure t heEliminati on of1 provi ncial control,fivew

5、aterquality secti on 3 munici palities controll ed deteriorati on,ensure t he creation thi s year ofclearriver sstandards.Se cond, pay specialattenti ont o poll ution -cutting construction of nanotubes.Inter ce pting nanotubes are the basi s ofpoll ution ofwater source engi neeri ng,e ngineeri ng, m

6、atter ofsucce ss orfailure ofwaterma nagement.Ur ban sewage treatment,t o impr oveeffluentfromsewagetre atmentrate,r unning accuracy,compliancerequireme nt,spee dupthe tow ns support netw orkconstructi on, isfocusing onnanotubes home la st metersquesti on.Dome stic sewagetre atmenti n rural areas,t

7、hisy earist hefinal yearoft hethre e-year acti on, determinationtofightandthe m omentum ar ound,ending thebattleon whi ch fully to ensure t hereali zationofall County 648forme dvillage cov erage.Al so, be suret o attachimportance tofocus on rural domesti cwa stewatertreatme ntfacility oper ation and

8、management,e nsure thatwaste water treatment facilityup a nd runni ng,role play,avoidthe Sun problem.Third, payspe cialatte ntion t othe RiverLak e pond desilti ng operation.Pr ovinces now havefocuse d onpollution c ontrolofwatergoto digupmud,as the deepeni ng waterofthi syears plays.Next,tojump-sta

9、rt an investigationline t ouches work, impl ementation pla n accor ding t othe pri oritiesa ndtheprogramme ofwork, ina ccorda nce with theone riveronepolicy require s detail edcl eani ng, dre dging plan, planning a head of timeclea ningoutmud way out,accor ding to l ocal conditi onst odo sludge,pr o

10、mote scientifi cresourceutilizati on ofsiltand mud.(B)the heavy regul ation ofheavilypoll uting industries. Pollution ofwatermustgrabthesource,waste water isprimarilyt hesourceof ba ckward production capa city,increasethe i ntensity ofXX 厂房工程 施 工 测 量 方 案XX 工程公司 年月日reatment ofheavilypolluting industr

11、ies.Accordi ng to municipal,and municipalgover nmentde ployme nt of seve nbig heavypolluti on industry regulation threeyears acti on plans, requirements t o December2016end ofQian,alli nculdedshutst opped eliminated of enter prise all shut stoppe deliminated in pla ce; June 30, 2017Qia n,all include

12、dplace regulati on upgra deand agglomeration re struct uring ofenterpri seby unified standard reg ulation in place,latenotstandardofenterpri se are implementation dscontinue d;June30,2018Qian,all i ntends Parkproduction of ent erpriser elocation Park inplace,late notParkof aredisconti nued.Intheproc

13、ess of renovation,willfocusnergyconsumption andhensity,lowvalue-added productsofbackwar d pr oducti on capa city. Second,we must strictly enforcet hespace , total proje ct Trinity environment access system,promoti ng industryacce ss and e nvironmentalconditionsofenterpri sestothe Park, industrial pa

14、rk, in pri ncpile, no longert heclass onthenew project.T hirdly , prom otingre placement andre constructionofheavilypollutingi ndustrie s,mergers a ndre organi zations,guidee nterpri ses t o energy conservati on, r ecycl ing a ndlow-carbon a nd clea nproduction,and improv e theleve lofgreen devel op

15、me nt.Fourto esta blisha long-termsupervision mechanism,increaset heint ensity ofspe cial i nspections,i nvestigate and punish ther ectificati on is noti n pla ce, normal busi nessof runni nganti -polluti on installati onsdo not. (Iii) linkageto promot i flood aclonptarrotly wCaotmer,mitteestdrerasi

16、sedntahgae,twwatersupplyh,ilimepthrethorveientgo splitwaotperersavi ng. Spe ed up cr ossYa ng support riverdiker einfor cement, a ndalong Pu seawall exce pt insurance rei nforceme nt,andLake Qianslui ce,and BACa osluice,a nd cloud cov erreserv oir, focus flood controldr ainage engineering constr uct

17、ion,vigor ouslyimplemeeffortsfrom essentiallysoultion basi n sex,a nd regi onalflood controldrai nage capa city insufficient ofproblem.Vigorously implementthe piers, a lgae andotherwatersources protecti on and, promoti ng rural drinki ng watersafetypr oject s,setting upwat erprici ng reformand envir

18、onme ntal prote ctionme chanism,gui dingw aterde pth. Furt hersoilpolluti on andrepair,strengt henagri cult uralnon -point sour cepolluti on preventi on,mountai n, water ,forests,fiel ds,lake s,various eleme ntsmut uallong.Four , managetotig hten contr ol,to playthree to split battle.XiaBaol ong, Se

19、cretaryof provinci alparty Committeestressedthatwhile thethreeto splitoperati on time is overthreey ears,but threetosplit mustcontinue t o catch on,and resolvea split cannot bechange d.Alllocalities andde partments t othe villagea nd no unauthorise dcreatentation strong li brarysoliddi sprea d rowen

20、gineering,incre asedgeological disasterhi dden point s gover nanceefforts,solidntdisasterg overnavwiidtehotcheonferenocne,eSec-rstop strateetgayry,oifmtphreopvironvgitnhceialCinofmermioitrteeoffiXvieawaterBaqoulaloitnygmsotrneistosreid:nthgistsatyieaornisswthoerkfivewtahtiesrytreaetamretnote3n5s7ure

21、theEliminattiimetaobnleosf1forthprreoeviyearncialcontrols,tfiovreewsoaltvereoutstaqualintdyingsiescstuieos,no3bmviuniocuislypawlitiesorkecodn,trovlilctoryeodfthdeetyeerairo.ration,ensure tThheeCocruenatytiosnthidepasrtymeearnoftscalteaalrl lreivveerlssmsutasntfdiarmrdlsy. eSsetabliconds,hthpeayguasn

22、pgechiuailiasttgentimanagement,e nsure thatwaste water treatment facilityup a nd runni ng,role play,avoidthe Sun problem.Third, payspe cialatte ntion t othe RiverLak e pond desilti ng operation.Pr ovinces now havefocuse d onpollution contr olofwatergoto digupmud,as the deepeni ng waterofthi syears p

23、lays.lndtaondpsoilllvutieorngre-ecuttnindgevcoenlsotprumcetinotnconcepotf,nanotubceos.nIvnintecredtcheatCptaisntglenianostunbotesrealraexed,al thebwaasyismsaoifnptaoillnuitinognosftrwaatteegricabsioliutrycaendsternognigndeeteerriminng,e ngineeartiiontng,moaitmteprrovetofsuhceceesnsviroonrmfaeilure n

24、t,ocfonwsaitsetrenmtalynapgleaymienngt.wUrellfivbeawnatersetrweaagtmeenttroefatwmiennnti,ntgtheowimproveefflueanrt,fervoemr-highersleevwealsgetreaotfmcoenmtprrate,erhensuivneniwnegNex t,tojump-start an inve stigationline t ouches work, impl ementation pla n accor ding t othe pri oritiesa ndtheprogra

25、mme ofwork, ina ccorda nce with theone riveronepolicy require s detail edcl eani ng, dre dging plan, planning a head of timeclea ningoutmud way out,accoroblem. 工程概况XX厂房工程位于XX区X X X X X有限公司院内，地处附近，建筑面积18315m，结构形式为全现浇框架结构，建筑物檐高24.4m，室内外高差450mm， 0.000 相当于绝对标高4.450m。基础为钢筋混凝土承台结构，埋深-1.700m, C15混凝土垫层100mn

26、B,外轴线尺寸 为64.8 X 57.6m,内设三部电梯，其中两部为货梯。. 控制点的布置及施测从场地实际情况看，连廊后期施工，拟建建筑物的四周场地狭小，故南北向和东西向控制点集中布设在东侧和北侧的原有混凝土路面上，西侧和南侧只布设远向复核控制点。布设的控制点均引至四周永久性建筑物或马路上，且要求通视，采用正倒镜分中法投侧轴线时或后视时均在观测范围之内。根据甲方要求和测量大队提供的控制点形成四边形进行控制。对楼层进行网状控制，兼顾土 0.000以上施工，设置1、9轴，A、K轴为控制轴。根据甲方提供的高程控制点数据，向建筑物的东、西、南、北各引测一个固定控制点。水准点按三等水准测量要求施测。所有

27、控制点设专人保护，定期巡视，并且每月复核一次，使用前必须进行复核。. 轴线及各控制线的放样地面控制点布设完后，转角处线采用2经纬仪TDJ2-B进行复测。各轴线间距离采用钢尺量距检测，经校核无误后进行施测。基础施工轴线控制，直接采用基坑外控制桩两点通视直线投测法，向基坑内投测轴线(采用三点成一线及转直角复测)，再按投测控制线引放其它细部控制线，且每次控reatment ofheavilypollutingindustries.Accordingt o muni cipal ,and muni cipalg overnme ntde ployme nt of seven big heavy pol

28、lution industryreg ulationthreeyearsaction pla ns,requirement stoDe cember2016 e nd ofQian,allincluded shutstoppedeliminatedofenterpriseallshut stoppe de liminated in place;June30,2017Qian,allincl udedpl ace reg ulationupgrade a nd aggl omeration restructuri ng ofenter prise by unifie dstandardreg u

29、lation in place,late notstandardofenterpri se are impleme ntation discontinued;June30,2018Qi an,alli ntends Park productionofenter prise rel ocation Park i n pla ce, late notPark ofare discontinued.In theprocess ofrenovation,willfocusonfouraspects:to firmlyclose the highenergy consumptionand heavy p

30、ollution,hopelessenterprisegovernanceandproductionlines,eliminatedanumberofyearlyemissionintensity,lowvalue-addedproductsofbackwardproductioncapacity.Second,wemuststrictlyenfor ce the space,total proje ct Trinityenvironment accesssystem,promotingindustryaccessandenvironmentalconditionsofaccessofente

31、rpri sestot hePark, i ndustrialpark ,in pri nci ple, no longerthe classonthe newproject.T hirdly , prom otingreplaceme ntand reconstr ucti onofheavily polluti ng industrie s,mergers andreorg anizati ons,gui deenter prise stoe nergyconserv ation,recy cling and low-carbon a nd cl ean producti on,and i

32、mpr ovethe lev elofgreen development.Fourtoestablishalong-t ermsupervision mechanism,increaset heinte nsity ofspecia l inspecti ons,inve stigateand punishthe re ctification is notin place ,normal busine ssof runni ng anti -pollution installationsdonot.(Iii) linkagetopromotefloodcontrolwater,drainage

33、,watersupply, improvingwatersaving.SpeedupcrossYang supportriver dike reinf orceme nt,and along Pu seawallex ceptinsurancereinfor ceme nt,and Lake Qian sluice,a nd BA Cao slui ce, a ndcl oudcover reserv oir,focusflo od control drai nagee ngine eringconstructi on,vigor ously impleme ntationstr onglib

34、r ary solid dispr ead rowengineering,increasedgeologicaldisasterhiddenpointsgovernanceefforts,solidadvancesmall basintorre nt disa stergover nance,effortsfrom essentiallysolution basi n sex,a nd regi onalflood controldrai nage capa city insufficient ofproblem.Vigorously implementthe piers, a lgae an

35、dotherwatersources protectionand,promotingruraldrinking watersafetypr oject s,setting upwat erprici ng reformand environme ntal prote ctionme chanism,gui dingw aterde pth. Furt hersoilpolluti on andrepair,strengt henagri cult uralnon -point sour cepolluti on preventi on,mountai n, water ,forests,fie

36、l ds,lake s,various eleme ntsmut uallong.Four , managetotig hten contr ol,to playthree to split battle.XiaBaol ong, Secretaryof provinci alparty Committeestressedthatwhile thethreet osplit operati on time is overthreey ears,but threetosplit mustcontinuet o catch on,and resolvea split cannotbechanged

37、.Alllocalitiesanddepartments t othe villagea nd no unauthorise dcreateacenr”；. sa，M：ep ：,，“mt-,-ve，;*” wteyeemt.a.Frtr.vr*；”-.，“：，:.：:，”*.”, nx，”:,;m!：”：,:日”，age w- rt ment y ayavod the -Un proli-. Thid, pay ca at o-ic.now I - goto、gu -, - te de ，“-*.=:.:：.：二-”. bh.fii”上&.，.，:”.;g,:：;:“ .rk.pien.in

38、p ofwork in aCihe souceofba ckwad制轴线的放样必须独立施测两次，经校核无误后方可使用。由于基础挖深为 1.3m左右，基础施工时的标高引测可以直接采用基坑外围的 -0.500m标高点。0.000以上施工，采用正倒镜分中法投测其它细部轴线。0.000以上高程传递，采用钢尺直接丈量法，若竖直方向有突出部分，不便于拉 尺时，可采用悬吊钢尺法。每层高度上至少设两个以上水准点，两尺倒入误差必须符合 规范要求，否则独立施测两次。每层均采用首层统一高程点向上传递，不得逐层向上丈 量，且层层校核，因 0.000以上结构采用在固定的柱竖向钢筋上抄测结构0.500m控制点，以供结构施

39、工标高控制，且必须校核无误。各层平面放出的细部小线，特别是柱、墙的控制线必须校核无误，以便检查结构浇 筑质量和以后的进一步施工。二次结构施工以原有控制轴线为准，引放其他墙体、门窗洞口尺寸。外窗洞口， 采用经纬仪投测，以贯通控制线于外立面上，窗洞口标高以各层50线控制且外立面水平弹出贯通控制线，周圈闭合，保证窗口位置正确，上下垂直，左右对称一致。室内装饰面施工时，平面控制仍以结构施工控制线为依据，标高控制以建筑50标高线为准，要求交圈闭合，误差在限差范围内。外墙四大角以控制轴线为准，保证四大角垂直方正，经纬仪投测上下贯通，竖向 垂直线供装饰控制校核。外墙壁饰面施工时，以放样图为依据，以外门窗洞口

40、、四大角上下贯通控制线为 准，弹出方格网控制线。（方格网大小以饰面块材尺寸而定）.轴线及高程点防线程序基础工程:.am. po,tnginu.r_. A a hepoiuin id-ty rrguiain -tr- yea.acton pa n., .i .u .opppd ei.iae d of e- p-e ai.u .i-d ipic. Jue 31 207Qia, ai i -c- pi ae eg ui and agi omeain priely ui. d .tanad rrg uatonipic. ae not .adad ofee - aempimentatond-ntiu J

41、ue，38 Qa Pk p r. ooain Pakn pa L.i_ not Pak of ae of reovaton, Wiifou.el. tehgh ee|y a poi - e-p-e gov-ane ad pLulin ie. if -ini.n, i ow -a dded , Se cnd, 一 .r ctyefr ttaprect -Trii，enn.etaLie- ace.andemeaicndihid ntad rlon.trLil adreganizti on., ter cn.evain, reyiing ad iowca -ti on, ad eof gren de

42、veipmetFu to eaet he inte n. of .a i in.ppc . adpun.h the e-on. not ipic-atipo.in .”. d not. (Iii iik to cntri waer, danng. wae .pp. improving - -Vng Spedu l._ Yang .u port rierdie r.nf oreadaing Pu -一ptinnuraiere.frl_e nt,IeQia -ii.andBao eingcn.rcton, vgor mpime nta-.ong irar、id d、pr-d rw niealed

43、gei ogicadi_rhiddepoint. gvenaie efr.i d1d.nie - .lai tore nt dia .e go.rna.efr. ” e - nt-soi.n Sin- toi-anage caaCty . Vio.u- mpi-.a wae.ucs proleCi on a dikngwae -y pr ojeC . seig up wa e pa ng eV. ap.eC.nme Canim, gU dig wae .engthei cut. -an, fed. ing Fou , “” tg ay-hrre to.ii- lake-a Bai .ng, a

44、ipaly ” h. te opeaton.e . ove tee y _., IU -hee t.i - cntinue to c h on, ad rrso-e a .iicaCage d.Aiad de a nd -no u aUho-e. crae4上部结构工程：顺板放 柱筋上抄洌结构端示高点T梁板结构施工I竖向结构施壬1二次结构及装修工程：I放二快结构位置处一H砌二欷结构|抄测建筑50控制标高 一I其他项目施工.施工时的各项限差和质量保证措施为保证误差在允许的范围内，各种控制测量必须执行测量规范，操作按规范要求进行，各项限差必须达到下列要求控制轴线，轴线间互差（相对误差）20m1/7

45、000各种结构控制线相对于轴线& 3mm标高小于士 5mm垂直度层高0 8mm全高1/1000且不大于3mm放样工作按下述要求进行仪器各项限差符合同级别仪器限差要求。钢尺量距时，对悬空和倾斜测量应在满足限差要求的情况下考虑垂曲及倾斜改正。标高抄测时，采取独立施测两次法，其限差为土 3mm所有抄测应以水准点为后视。垂直度观测：若采取吊垂球时应在无风的情况下，如有风而不得不采取吊垂球时,可将垂球置于水桶内。细部放样应遵循下列原则：用于细部测量的控制点或线必须经过检验。细部测量坚持由整体到局部的原则。有方格网的必须校正对角线。方向控制尽量使用距离较长的点。所有结构控制线必须清楚明确。.施工时的沉降观

46、测acenr”；. sa，M：ep ：,，“mt-,-ve，;*” wteyeemt.a.Frtr.vr*；”-.，“：，:.：:，”*.”, nx，”:,;m!：”：,:日”，age w- rt ment y ayavod the -Un proli-. Thid, pay ca at o-ic.now I - goto、gu -, - te de .r.mpi-enin pn diof work in he souceofback-wad建筑物自身的沉降观测应设计要求，本建筑物做沉降观测，要求在整个施工期间至沉降基本稳定止进行 观测。本建筑物施工时沉降观测按二等水准测量要求进行，观测精度如

47、下表：表6-1沉降观测精度参考表等级标同中认差（mm相邻局差中误差（mrm观测方法往返较差复合或环形闭合差（mrm二等0.50.3二等水准测量0.6n1/2（n为测站数）沉降观测点的设置：在主楼平面四角及每边中点各一个，竖向位置为 +100150 毫米。用于沉降观测的水准点必须设在便于保护的地方。观测点采用 XX市统一制定的 沉降观测标志点（XX市沉降控制测量办公室）。结构施工期间，每施工一层，复测一次；装修期间每月复测一次，直至竣工。工程竣工后，第一年测四次，第二年测两次，第三年后每年测一次，直至下沉稳 定为止，一般为五年。观测资料及时整理，并与土建专业技术人员已同分析成果。.测量复核措施及

48、资料的整理控制材料的复核措施按2、3的叙述中进行。细部放样采用不同人员、不同仪器，或钢尺进行，条件不允许的可独立施测两次。外业记录采用统一格式，装订成册，回到内业及时整理并填写有关表格，并由不同 人员将原始资料及有关表格进行复核，对于特殊测量要有技术总结和相关说明。有高差作业或重大项目的要报请相关部门或上级单位复核并认可。对各层放样轴线间距离等采用钢尺量距校核，达到准确无误。所有测量资料统一编号，分类装订成册。 po,tng in-.ra hepoi.in id-ty rrg.ain-trre yea.acion pa n., Iecemle .ic .U .opppd ei.iae d of

49、 ee p-e ai.U .i-d ipic. Jue 31 207Qia, ai i -c- pi ae eg .ai and agi omeain pr- ly u. d .tanad rrg .atonipic. ae not .adad ofee - aemp - entatond-nti. Jue，0，08 Qa k p r. ooain Paknpa. iae not Pak of ae of reovaton, wiifou.el. tehgh ee|y a poi - eep-e gov-ane ad prdulion ie. .f inien, i ow -a dded ,

50、cnd, 一 .r clyefr ttaprect-Trii，envlnet aLce- ace.andemeaihid ntad rrcon. .Ci adreganizt on., ter cn.ev ain, rey cing ad iowca .of gren deveip.etFu to .e- on ecaieae t he inte . of .eia i in.ppc .tgaeadp.n.h the eaton. not ipic-atipo.in ”. d not. (lii iik- to cntri waer, dranng. wae .pp. improving -e

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53、 u aUho-ed- crae.仪器的配备及人员的组成:主要仪器的配备情况表8-1测量仪器配备一览表J 丁勺测量器具名称型号规格单位数量备注1光学经纬仪J2台2工程开工即组织进场2自动安平水准仪台13钢尺50m把24钢卷尺5m艳105塔尺5m把2测量人员组成项目技术负责人测量技术员：2名.仪器保养和使用制度.仪器实行专人负责制，建立仪器管理台帐，由专人保管、填写。.所有仪器必须每年鉴定一次，并经常进行自检。.仪器必须置于专业仪器柜内，仪器柜必须干燥、无尘土。.仪器使用完毕后，必须进行擦拭，并填写使用情况表格。.仪器在运输过程中，必须手提，禁止置于有震动的车上。.仪器现场使用时，司仪员不得离开

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