水利作业指导书_第1页
水利作业指导书_第2页
水利作业指导书_第3页
水利作业指导书_第4页
水利作业指导书_第5页
免费预览已结束,剩余29页可下载查看

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

1、wl conti nue to m prove the cm panys intenai ad sea. mprvemet i .ably to ma nage a. control ,ptmze b. e pr i cesesto ensuesm resonsbiles i i pla ce; t i fule ste .".era control* play a controlpost .e ndent ovesg of iv - alncmp"g wi hlid pay e,onsi bi>y to act- m use of ierna a_i tools-e

2、ect potentai maageme.、. , sa.ze reae d trasa ctonsste ngle . operations inaccr dace w* law. Depeni ng the iformat onma et toe nsue f ul ccmmuncat on "zeo essace.o cnsaty peec ERP , a nd "S、ad PI, ad MS, a nd SCM, fnaysbased ,.a" .main sysem, ache i".mainisucissae. to- andPortl sy

3、stem a pplcaih ad de pl,play .ma.n. m oneerprse of Asssat roie; topeect ,unmaite na nce opeal on of ecor «.m oe probiasns anayss ad sysemha ndove; tale .""."<+ ad ERP , and ICM, teCnologyapl cain of taiig , mprove e ply s appiat on infmain sstmof caaciy ad lHuma ns cae t e nnu

4、e "zeo."To stegheni ngHuma nies cae, cnti nuus t o fose cmpay wid cla I, and g - ae, a nd heal Sun of _ ue amosphee ste ngteig lv ehe ppd ta pped, caedliul employes ca_d outstye a ctvies ric -pl ooe - le stegheni ng hel h ad abo. prect oncaee heath me dcl contol carer agaist cntnuus to mpl

5、lme lain11ycolo.a waring prevet on.stm, taiig-ply s hea of carce r, and sale of mood and eer prs ng of ai - e cratd fe ndy faeniyof Humanies eVi onmet o stegte I rik ma-Iglmet ensue tat the bu»e ss of "zeo 1".To steg hee d bus ne- plas mang-e nt, Wil bus nnss, nes plas cve to al e, es

6、ue the b.sinssca c ntol i cntr 01to cloe concen iacia, ad coal eectc li nkge a nd eegysaVig sce dul ng naina poiy te nns, .egteni ng tak, a ctve soul d t m pemenat on Itaeownd as method, furt herspecificati on business financialmanagement;to perfect risktubecontrolsystem,achievedrisk recognition,and

7、measure,andassessment,and re port, a nd controlfee dback ofcl ose d ring manageme nt,improve ri skpreventi on capa city.Tofurtherstandar dizetradi ng,and stri ve toachieve "a ccording to la w,standar dize a ndfair."Innovationof performancemanagement,to e nsure that potentialem ployees &quo

8、t;zer o fly".Tostrengt hen performance management,process control,e nha nceemploye e evaluati on and levels ofeffectivecommunication toimproveperformancemanagement.Tofurtherquantifyandrefineemployeestandar ds .Work,ful lplaypart y,and branch,a nd membersin"fivetypeEnterprise"constr uc

9、ti on in t he of core role, a ndfighti ngfortressrole a nd pioneer modelrole ;tocontinuest o strengthening "fourg ood" leadershipconstruction,full pl ay levelscadre s in enter prise development i nthe模板作业指导书1. 目的本文件是为了使我单位在钢筋制作安装工程施工过程中, 始终处在控制管理状态下。2. 模板种类根据关门岩工程的特点及招标文件的规定,采用七种形式的模板以满足混凝

10、土施 工的需要。(1)组合钢模板:非溢流坝、闸墩、厂房坝段混凝土施工均采用3mK 3m的组合钢模板,以保证混凝土的外观质量平整。(2)溢流面滑模:溢流面二期混凝土采用液压滑模施工。(3)标准建筑模板:标准钢模板主要用于溢流坝低部位、消力池底板、厂房上部混凝土、零星混凝土及厂房梁、板、柱等施工。(4)异型模板:异型模板用于闸墩墩头墩尾、流道、管形壳、尾水管等部位,异型模板主要采用钢模板与木模板相组合的方式施工。(5)闸墩牛腿模板:采用钢木组合模板进行施工。(6)拉模:溢流坝段防冲铺盖、消力池及护坦顶面混凝土,电站进水池、尾水渠底板混凝土等部位,依据各自不同断面采用不同型式的拉模施工。(7)预制模

11、板:钢模板与木模板相组合或定型的钢制模具施工。3. 模板型式3.1 翻升式组合钢模板组合钢模板由面板、横竖围囹及操作平台组成。面板为 P3015钢模板,横围囹由 6根5.7.6型钢,竖围囹由两极桁架构成。桁架使用16和5.7.6型钢焊接而成,模 板背面设两层操作平台。每块模板设两排 6根625水平锚筋,用M36套筒螺栓固定。 上下两层模板之间的作用力由两根670mm的花篮螺栓传递,花篮螺栓可用来调节上下 层模板的竖直角。组合钢模板支立见图3-1 。3.2 溢流面液压滑模溢流面二期混凝土采用液压滑模施工,滑模骨架为型钢组成的桁架,桁架断面尺寸为9.6mx 0.8 m,面板由8mml?的钢板制成。

12、两侧端头节设正反轮及侧面轮,控制模mehod but her sppcfcai on bisineisInacia mania-ent t peec rik ube cntrlly - m, acievid rsk recgniton, ad msue, ad a-esment, and e port a nd cntrl ffe dback of cd ig managme nt, improve risk pevet on capa ciy.Turte sanda die trdi ng, and sr - tlche 、ccrding t a w, sanda die a nd far.

13、" Inovain of pefmance manng-et to ennue ta potetal -ploels "yro,". Tsengt hen pefmane managment proels contol, enha nce emploe e ealat I nad e s of efctve cmmunicaion t improve peforma nce maagement. Turtequa nty ad reie -ply sada is . Wk, ul l pay pat y, ad brac, a nd m - bes in"

14、;Il tye Enteprie" cnsr uct I n in t he of core rol, a nd fight ng fortes roe a ndpinner model roe ; tcntiuus t ostegh eing "our g I od" eoesipconsucton, ul pl lees cade s ietep-e devlpment i I the板的水平及竖直方向的移位,用14mmi的钢板加工而成的“工”字型钢支承作轨道。滑模由液压操纵系统牵引,液压控制台安设在滑模桁架上,制作一套滑模,两套轨道,以保证连续性施工。溢流面

15、滑模模板结构见图3-2f back bone backbone role ; t ful sengteing membes y out hwk, ful pay you h empl ooe - i n cmpaydeve opme nt i t he ret impr ol i nde pedet "mm-inlglisng on ete .r busne k. l nk of effc - ness moniore d , And m aiai sablty To fute sregtenpulciy a I d duain, impr I 1 te -al ega sstm.

16、We mus senghen saey maagement esablish and improve the e .cain, suevsin, ad eva uain one of te trafc -fey mang- etmecai sm.o conscetiousy lumup t he 01mpi c seuriy cntrs prom “ng itgaed maaeme nt t aI igher evl higesadars, a hg I e e I f e opme nt Empl oyes, t oddy i s unar caedda on Decembe 24, the

17、 ox Bel i s abou t o ring a this tme of yara XX po-we geneain compa I ies mread smmerybreahing Realngpas onenot I e icroos arg aeethusa stc a nd ful of cnIidece. Futuedeelpe eciiEmploee, le us togeher acoss 203 ful of c ngs a nof huma ne cae of a wrdcaIs powe ge neaincmpay and wkhad Ie ocas Ipig Fe

18、sivl my snnee wstha y ou a nd teffmleste saf inte ne w .ar godheahappy待浇混凝土m03一已浇混凝土面迎水面a.浇筑层1.5 m安装图b.浇筑层3.0 m安装图a)图3-1组合钢模板支立示意图b)750端头节810*10=8100750a)滑模立视图面板端头节800b) I -I剖面图3-2溢流面滑模模板结构示意图(单位mrm3.3 闸墩异型模板闸墩墩头墩尾采用的模板型式同“翻升式组合钢模板”,只是对模板进行改制,采用钢板或建筑小钢模拼制成符合闸墩墩头墩尾形状施工工艺同“翻升式组合钢模板”闸墩墩头在EL128.62高程的悬臂施

19、工,采用在闸墩内部埋设双肢槽钢立柱以及然后,利用焊接在双肢槽钢立I25型钢,通过搭设钢桁架施工平台支立悬臂模板底模,柱的型钢向内侧斜拉的方式进行模板施工。闸墩墩尾EL125.30高程的悬臂施工,采用在闸墩内部埋设双肢槽钢立柱,利用闸墩上的翻开式组合钢模板的预埋套筒,利用焊接在双肢槽钢立柱的圆钢向内侧斜拉, 并结合利用翻升式组合钢模板的方式进行模板施工wl conti nue to m prove the cm panys intenai adsea. mprvemeti .ably to ma nage a. control ,ptmze b. e pr i cesesto ensuesm r

20、esonsbilesiiplace;tifuleste.".era control* play a controlpost .e nde nt ovesg ofiv-alncm p"g wi hlid pay e,onsi bi>y to act- m use of ierna a_i tools-eect potentai maageme.、. ,sa.ze reae d trasa ctonsste ngle . operations inaccr dace w* law. Depeni ng the iformat onma et toe nsue f ul c

21、cmmuncat on "zeo essace.ocnsatypeecERP,and"S、ad PI, ad MS, a nd SCM, fnaysbased ,.a" .main sysem, ache- i”.sae.a. Portl system a pplcai ha.depl,play.ma.n. m oneerprse of Asssatroie;topeect., r unmaite na nce opeal on of ”r - «.m oe prob-r - sns anayssadsysemhandove;tale."&qu

22、ot;."<+ ad ERP , a nd I CM, teCnologyapl cain of taiig , mprovee ply- s appiat on infmain sstm of caacly ad lHumans cae t e nnue "zeo."TostegheningHumaniescae, cnti nuus t o fose cmpay wid cla I, and g - ae,a nd heal Sun of _ ueamospheeste ngteiglv ehe ppd ta pped, cae dliul emplye

23、s ca_d outstyea ctvies ric -pl o. - liae stegheni ng hel h ad abo. prect oncaeeheathme.d contol careragaist cntnuustompllm lain 11ycolo.aw aring prevet on .stm,taiig -ply- s hea ofcarce r, and sale of mood and eer prs ng ofa tkie, cratd fe ndy faeniyofHumanieseVionmetostegteIrik ma ,. ete nsue tat t

24、he bu»e ss of "zeorsk.To steg hee d bus ne- plasmang-e nt, Wil bus nnssb nes plas cve to ale,esuetheb.sinsscacntolincont01to cloeconcen iacia,adcoaleectclinkgeandeegysaVigscedulngnainapoiytenns,.egteningtak,actve soul d t m pemenat on Itaeownd as mehod but her sppcfcai on bisineis Inacia m

25、ania-ent t peec rik ube cntrlly - m, acld -. recgniton,adm-sue,ada-esment, a nd e port a nd cntrl ffe .back of cdigmanagment,improve ri sk pevet on capa ciy.Turte - n.a die trdi ng, and sr - tlche 、 ccrding t la w, san.a die a nd far." Inovain of pefmancemanng-et to e nnue ta potetal -ploels &#

26、39;r o ly". Tsengt hen pefmane managment proels contol, e nha nce emploe e ealat I nad e s of efctve cmmunicaion t improvepefmncemaagement.Turtequantyadreie-ply sa.a ds . Wk, ul l play pat y, ad brac, a nd m - bes i "lv e ype Eer prie" cnsr uct I n in t he of core role a nd fight ng f

27、ortes role a n.pinner model role ; tcntiuus t o steghening、 g I od" eoesipconsucton,ulpl.leescades ietep-e devlpment i I the3.4 闸墩牛腿模板在牛腿底部预埋200X 200X 15 nlm铁件,用14#槽钢焊接成工作平台,采用在闸墩 内部埋设双肢槽钢立柱,利用焊接在双肢槽钢立柱的圆钢向内侧斜拉,钢模板与与木 模板相组合的方式支立牛腿模板。3.5 电站异型模板电站厂房部位的异型模板,其骨架、异型木模、木支撑等主要在木工厂内进行加工、制作,模板在制作前,先进行设计

28、并画出制作详图,在加工厂内制作平台上按1:1比例进行放样,对结构较大的模板及支撑采取分节制作,现场拼装。制作的模板,骨 架应具有足够的刚度,模板厚度一般为35cm表面应平整、光滑,缝隙内刮油灰填平,有特殊要求的部位应包镀锌铁皮。3.6 简易滑行振动模板简易滑行振动模板的施工原理同“溢流面液压滑模”,只是较之简单,模体为钢桁 架结构,主要由角钢(2 50X5、Z40X5)焊接面成。其断面高0.5m,宽0.4m,长度 根据底板宽度进行调整,桁架前面焊接 2mmff钢板,底面焊接4mmB的钢板作为混凝 土拉模底模板,模体配一台平板振捣器,由螺栓固定,上部安装12台附着式振捣器,采用人工拽拉或人工操纵

29、手动萌产的方式进行施工。简易滑行振动模板结构见图3-3。立面图/ 50角钢图3-3 简易滑行振动模板结构图3.7 预制模板比较大的预制件采用现场支立钢模板与木模板相组合的方式施工,小型构件采用 定型的钢制模具直接施工。3.8 廊道模板wl conti nue to m prove the cm panys intenai adsea. mprvemet i .ably to ma nage a. control ,ptmze b. e pr i cesesto ensuesm resonsbilesiiplace;tifuleste.".era control* play a con

30、trolpost.endentovesg ofiv-alncmp"g wi hlid pay e,onsi bi>y to act- m use of ierna a_i tools-eect potentai maageme.、. ,sa.ze reae d trasa ctonsste ngle . operations inaccr dace w* law. Depeni ng the iformat onma et toe nsue f ul ccmmuncat on "zeo essace.ocnsatypeecERP , a nd "S、ad P

31、I, ad MS, a nd SCM, fnaysbased ,.a" .main sysem, ache i".main isucissae.to- and Portl system a pplcaihaddepl,play.ma.n. m oneerprse of Asssat roie;topeect,unmaite na nce opeal on of ecor «.m oe probiasns anayssadsysemhandove;tale.""."<+ ad ERP , a nd I CM, teCnologya

32、pl cain of taiig , mprove e ply s appiat on infmain sstm of caaciy ad lHumans cae t e nnue "zeo."To stegheni ngHuma nies cae, cnti nuus t o fose cmpay wid cla I, and g - ae, a nd heal Sun of _ ue amosphee ste ngteig lv ehe ppd ta pped, cae dliul employes ca_doutstyea ctvies ric -pl ooe - l

33、e stegheni ng hel h ad abo. prect oncaeeheathmedclcontolcareragaistcntnuustompllmelain 11ycolo.a w aring prevet on .stm, taiig -ply s hea of carce r, and sale of mood and eer prs ng of ai - e cratd fe ndy faeniyof HumanieseVi onmet o stegte I rik ma -Iglmet e nsue tat the bu»e ss of "zeo 1

34、".To steg hee d bus ne- plas mang-e nt, Wil bus nnss, nes plas cve to al e,esuethe b.sinsscacntolicntr01to cloe concen iacia, ad coal eectclinkgeandeegysaVigscedulngnainapoiytenns,.egteningtak,actve soul d t m pemenat on Itaeownd as mehod but her sppcfcai on bisineis Inacia mania-ent t peec rik

35、 ube cntrlly - m, acievid rsk recgniton, ad msue,ad a -esment, a nd e port a nd cntrl ffe dback of cd ig managme nt, improve ri sk pevet on capa ciy.Turtesandadietrding,andsr-tlche 、 ccrding t a w, sanda die a nd far." Inovain of pefmancemanng-et to e nnue ta potetal -ploels "yr o,".

36、Tsengt hen pefmane managmentproels contol, e nha nce emploe e ealat I nad e s of efctve cmmunicaion t improvepeformancemaagement.Turtequantyadreie-ply sada is . Wk, ul l pay pat y, ad brac, a nd m - bes in " Il tye Ente prie" cnsr uct I n in t he of core rol, a nd fight ng fortes roe a ndp

37、inner model roe ; tcntiuus t ostegh eing "our g I od" eoesipconsucton,ulplleescades ietep-e devlpment i I the廊道内桁架分四部分,上部半圆弧分两部分,下部直线段分两部分。四部分现场 组装,采用螺栓联接,形成一品桁架,桁架间距为1mi桁架主体为I16工字钢,调节螺栓处支承杆为4寸钢管,其余为槽12的型钢。桁架之间用4 48m唯冈管组成横围囹, 拉筋用4 12m唯冈筋,拉筋端部用套筒连接,间距为1m%面板采用建筑模板现场拼装。廊道模板支立见图3-4。图3-4廊道模板支立示

38、意图4. 模板的安装模板的安装主要以人工为主,组合钢模板则采用汽车吊或门机吊装就位,模板在 安装时按混凝土结构物的施工图进行测量放样,重要结构多设控制点,以利随时进行 检查校正。模板在安装过程中,设置足够的临时固定设施,以防变形和倾覆,模板的 钢拉条不应弯曲,伸出混凝土外露面的拉杆采用端部可拆卸的结构型式。拉杆与锚环 的连接必须牢固,预埋在下层混凝土中的锚定件(螺栓、钢筋环等),在承受荷载时,必须有足够的锚固强度。模板有支撑以保持其位置和形状。模板和支撑架的布置便于 拆除,以保证移去模板时不损坏混凝土。技术员和施工员进行现场指导,在混凝土浇筑前对模板进行全面的检测,确保与 结构物尺寸相符,垂直

39、度、平整度、缝隙等均满足规范要求。钢模板在每次使用前应 清洗干净,为防锈和拆模方便,钢模面板涂刷矿物油类防锈保护涂料。流道及尾水管的模板要求较高,因此曲面模板足够精确,使做出的混凝土表面完 全符合要求的曲度,而不超出规定的允许误差范围。模板安装时应逐层校正下层偏差, 模板下端不应有错台,对于现浇钢筋混凝土梁板,当其跨度等于或大于4m时,模板应起拱,起拱高度视全跨长度而定。在混凝土浇筑过程中,派专人值班,不断地检查械 板的定线和定位,防止模板变形走样,发现问题,立即采取有效措施解决、纠正,必f back bone back bone role ; to ul sengthei ng membes

40、 y out hwk, ul play y ouh emplooe - i n cmpay deve opme nt i t he rle ; to impr o<e i nde pedet "mminlg-s corr uton work eve, sengtheing on ete .r- bne- klyl nk of effc - ne ss monitore . , And m antain sa blty To futhe sregthen pulciy a I d e duatin, imprI 'ethe -al ega ss. We m us seng

41、he nsaey maageme nt, esabl ish and improve the e in, suev son, ad aultinlsone of the trafc -fey mang-et mecai sm.o conscetiousy lumup t he 01mpi c seuriy cntrls prom I ting i、ae d mame nt to a I igher evl hige sa.ars, a hg.e levl I f dve opme nt Employes, to.dy i s lunar ca edda on De cembe 24, the

42、ox Bel i s abou to ring a this time of yar clmry ee thepulse I f the XX pow e geeai on cmpa ny tlursh, to moe ceay hea XX po-we ge neatin compa I ies mauread smmery breahi ng Realng pas one anot h e icroos a rg aeethusa stc a nd full of cnIidece. Fut ue.eelpmet opporuni , more ecitng fght more siied

43、Emploee, le us tge her acoss 20 13 ful of cakngs a nd opporuniis, tcrae a gren, l owcs opertin, fulof huma ne cae of a wr.caIs powe ge neatin cmpay and wk had. Ie ocas on of the I pig F sivl my snnee w stha y ou a nd teffmles I f te saf ite ne w .ar god heat, happy happyWe will conti nueto im provet

44、he com pany's internalcontr olsystem,and steadyimprovementi nabilityto ma nageand control , optimize busine ss pr ocesses,to ensuresm oot hprocesses,responsi bilitiesi npla ce;t ofurtherstre ngthe n internal controls,play acontrolpost indepe nde ntoversig ht role ofevaluation com plyingwit h thi

45、rd -party responsi bility;to activelymake useofinternal audit toolsdete ct pote ntialmanagement, streamline ,standardize relate d transa ctions,stre ngthe ning operati ons i naccor dance withlaw. Deepeni ngthe informati onmanagementtoe nsure f ullcommunicati on "zero resistance".o constant

46、ly perfect ERP ,a nd BFS+,and PI, andMIS,a ndSCM,information system based constructi on,fullintegration information system,achievedinformation resourcesshare d; to exp and Portalsystem a pplication of breadt h andde pth, playinformationsystem on enterpriseofAssistantrole;to perfect dailyun mainte na

47、 nce operati on of records,prom ote problem reasons a nalysis andsystem ha ndover; to stre ngthe ning BFS+, andERP ,a ndS CM,technologyappli cationoftraining ,improveem ployee sapplicati oninformation systemofcapacityand level.Huma nistic caretoe nsure "zero."To strengtheni ng Huma nitiesc

48、are,conti nues t ofostercompany windclea r, andgasare,a nd heartShun ofcult ureatmosphere; stre ngthening lov ehel ped tra pped,care difficult employees; carried outstylea ctivities, richempl oyees life; strengtheni nghealt h andlabour protecti on, organizati on career health me dical, controlcareer

49、 against; continuestoimpleme ntation psychologicalw arning preventi on system,training employee s hea lthofcharacte r,and stable ofmood andenter prisi ng of attitude, createdfrie ndlyfraternityof Humanitiesenvir onment. ostrengthe nriskma nagement, e nsure thatthe busine ss of"zero risk".

50、To strengt hene d busi ness plansmanageme nt,will busi nessbusiness planscovertoalllevel,ensure thebusinesscanco ntrolin contr ol;to closeconcern financial,and coalelectric li nkage, a nd energy-saving sche duli ng, national policy tre nds, strengtheni ng track,a ctiveshoul d;toim plementati on Stat

51、e-owned assetsWe will conti nueto im provethe com pany's internalcontr olsystem,and steadyimprovementi nabilityto ma nageand control , optimize busine ss pr ocesses,to ensuresm oot hprocesses,responsi bilitiesi npla ce;t ofurtherstre ngthe n internal controls,play acontrolpost indepe nde ntovers

52、ig ht role ofevaluation com plyingwit h third -party responsi bility;to activelymake useofinternal audit toolappli cationoftraining ,improveem ployee sapplicati oninformation systemofcapacityand level.Huma nistic caretoe nsure "zero."To strengtheni ng Huma nitiescare,conti nues t ofosterco

53、mpany windclea r, andgasare,a nd heartShun ofcult ureatmosphere; stre ngthening lov ehel ped tra pped,care difficult employees; carried outstylea ctivities, richempl oyees life; strengthenimethod, furtherspecificati on business financialmanagTofurtherstandar dizetradi ng,and stri ve toachieve "

54、according to law,standar dize a ndfair."Innovationof performanghealtncema nagement,to esdete ct pote ntialmanageme h andlabour protecti on,nsure that potentialemorganiznat,tistreoanmlicnaereer ,ployees "zero fly".Tostrengthen performance managemening operati ons i naccor dance withlaw

55、. Deepeni ngthe informati onmanagementtoe nsure f ullcommunicati on "zero resistance".o constantly perfect ERP ,a nd BFS+,and PI, andMIS,a ndSCM,information system based constructi on,oimplem ntation psychologicalw arning preventi on system,training employee s hea lthofcharacte r,and stabl

56、e ofmood andenter prisi ng ofat titude, createdfrie ndlyfraternityof Humanitiesenvir onment. ostrengthe nriskma nagem一.- . I- -L - 一一 一 -_ L -I X L .1 - -. -.J _ I _|_ _ . I . I - 一一 - IL -.nt, process control,enha nceemploye e evaluation and levels ofeffectivecommunication toimproveperform nce mana

57、gement.Tofurtherqua ntifyand refineemployee standar ds .Work,fullplaypart y,and branch,a nd membersin"five type Enter prise" constr ucti on inhe of core role, angntformationhreenseoudrcbeussindfighti ngfortressrole ashare d; to expand Portalsystem a pplication of breadt h andde pth, playinformationsystem on enterpriseofAssistantrole;to perfect dailyr un mainte na nce operati on of records,prom ote problem reasons a nalysis andsystem ha ndover; to stre ngthe ning BFS+, andERP ,a ndS CM,technologyness plansmanageme nt,will busi nessb

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论