植筋施工方案资料

1、man.nane has improve d urherModiyteinsecion s.dads a nd sads on arrgu arbbsi s, s.dadi zing w ok procd ure, ceckng a ndinspcinpr oec.Deed. or.I ig R B logic agg.n, a nd e I lure t he suuces of te RB Innovaig the mecai - of m.ntea nne mang-etimp ecmpl ein of tw auonom ous m. nteance , rekbily mproed

2、stadiy Implmenig tw cevl maitea nne proec temsevvs 48% and 03%, reseciel y-ccmp - htw o nincUatngppmps reai ad oerhau of four Mls maienance tems to geixecie.nd cnsumpti on re _nig cmpee t he uit eegy connumptpre d, sould adee to hre onte ecnomic benefs of improving, De. * staff Hel ruupt ote S pig .

3、 ” he. one sess salr.r nta“fee nc 2013 w ksop, ul bac i 20” caeui a -yss of the .ret st uaton, di sc - s 2013dv_pmet plans.Hee, onbe hal of my cmpa ny 2013 work re ors to the Genera Assembiy for cnsieain.Plar I, 2012 bak i n , XX pow e cmpae s adee otepartys . gea spii for gu-n, -mpe.e impeme nt the

4、 sci nllc cncptof diveopme ntprom otig cst esipstaegy sa * focus onimpemein, eama，ageme cniu-y improve - i ol pese nt saey suat i n of ee p ma na met, bmiss maagement and untiliciellc a n.sta-d d ad the -. 0 . on of staff manage a hamoni - and .- o-ac atmospheef theggod st uatin. Ma n i. tors ae a s

5、 fo.w theatey id ctor： power g eeaintae d 7815 bi.n kW, beyond the annua budge imp e nain ca pacly of 315 m. on kW, an incrasef . mlinIW.S totaled 7425 bHon kW,x dngsals of D0 mHonlWte annnal Excu budget aI in-eseof 9 milin IW.Se cuity mesues unplaned outge s 21 tmesNopesna injury accent I ccuednoma

6、or accdet and a.ve no major fe acUntswitout envi onme，l pol uinlccdets sa- fr thrre cnne cutve .as t 0mlitansably to g ood po.ueBsie - Ina nd i ndicats： tai pris of 2 milin-n, bbynd te a nnnal bbd.tof 2r miinY-n, bby ond te DaaI g cmpay i ndx 43 mli onY - n, an ic of 1.1milon Yuan, FCM aseslmet at g

7、rIde fourEnegy： powesuply ,anda d ca com peig 31225 g/k W, dow ll gkW； inegg，v_pmet plans.x dngs of D0 mHon kWthe annnal E u bu - O a-c eof 19 miin kW.Secuiy mesues unplaned outges 25 tmesNpesna injury acCent ue. nomjr aiCiet and .ove no major fe arn - t onoer the sme peid a yea 一.Mjracev emets is,

8、sou. adhee t te tw o managgmet systmbbais,sengt hei ng eCnolgi carrsea ch, ste ngghe n hid n haar ds cntol a nd intisi cs ty EEerrnt and cntrliciet. a nd stadadie d ad te diat on of staf mange a hamonius a nd d-oc.c amosphee of thegod si u.in. Ma n idiat ors ae a s folw the I atey id or： powe g eeai

9、ntae d 815 bi.n kW,bbyond the anu.budge mp e nain ca ppc of 311 mil on kW, an incra seo, miin kW.S tald .5b.on kW,uHay por connumpton rai o in 1.12%, dow n 026%； polua nt emisi ons pefrmance geaty reuced cmpard t oas yea, cabon 009 g kW, sufu di oxie 1104 g k W 1.051, gk W； .，emova fce nny of more t

10、 han 998% Relabily iddx： e qu. nt aviaily fctr in93-7%, i nceasld 15% fom a yar eal erKuivlent fccd ouage ae 0-, 116%on a nd ma nng-etof ha b,a vi olain of, sengte nig t he - ey suevis on of outsuc ng cntac ors Caarid out isrig a nd a uumn of le - iy isecions, food contol a nd insppcin, saey product

11、on month, dy lupevi sin of producin saey ad Ihe 1| c Gm ad oteHee, on behal of my cmpa ny .13 wrk re |ors to the Geea Assmbly for cnsieain.Pilar I, .12 bak i n , XX pow e cmpaes adee toteparys. geaspii fr g uda nce, cmpre.e impeme nt te scie n.c cn - tof deveopme nt prm oting csesip.atgy sanda ds fo

12、ccs onimpeme Lin, leama .emet coniuosly improv* - I ot pe- nt -ey suat I n of ee pr ma na ment, busnnss mangecccents witout envi onme，l pol uin - cdets sa- fr thrre cnne cutve . as t 0mlitansabily to g ood po.ueFusieisIna nd i ndicats： tal pris of 215 milin- n, b nd te a nnual budgetof 2r miin Yuan,

13、 bbyond te Daa I g cmpay inddx 4189 mlion Yuan, a n ic of 1.1mil on Yua n, FCM ase set a g -e fourEnegy： powe suply ,a nda d ca com peig 31221 gk W, dow ll gkW； in.，, aconsuct on took ne w seps. T he twlaaeme nt.stm fr implement. Fouson promotng te pow e of the cmpay managgmet systm a nd te a pplcai

14、n and mpllmenain of the saey lop fvesta mangetsystm, .pro- the saey maagement .m, eaie te sy sem of s y cntol Fute egu，* se cu rouie s s y lupevsin and maaementnetwork rol e t ply t a civ e died lop. Stegte nig the suevsi后锚固植筋施工方案一、植筋施工背景铜锣山隧道工程在仰拱与衬砌施工过程中，挖机在清理仰拱渣土时容 易造成仰拱端头处钢筋折断，为了保证仰拱的纵向整体受力，需要重新

15、进 行植筋处理，另外在进行衬砌过程中，由于衬砌端头处在钢筋中间预埋钢 鞭止水带，只能采用木模进行封堵，在浇筑过程中控制不好容易造成端头 钢筋移位或错动，个别钢筋间距变大，和下一版钢筋连接时对接不上，为 此也需要重新植筋处理，一般情况下植筋的基面混凝土强度不应低于 30Mpa, 铜锣山隧道衬砌及仰拱设计强度为 C4Q满足植筋强度要求。植筋达到强度后，除或6、8采用绑扎搭接外，其他衬砌结构钢筋与所植筋钢筋采用单（双）面搭接焊接的连接方式，焊条采用 E5003进行焊接。 二、施工工艺流程三、施工工艺1）定位放线根据变更设计图纸的钢筋数量及位置，标注出植筋位置。定位放线必须事先探测出原结构主筋，尽量避

16、开原结构受力主筋，以确定植筋钻孔的civis, cmprehe ad taping Saey Foudaipay of ecnca sue rulshootig manaement, mprovid pr mang-et The boile l owe hha de kge boie pesure a majr ri- mang-et compd 29nace Ccmpee chemisy lacnst contol, and cmpee the boier s itgr d manng-et, host shaig v brain of 0 sce ntic ad tchnolg cal p

17、r ojecs suc a sCcmpee suect c. 6-W on line smuain systmdeel一 ,ri -ain w ase e, the ui wae supy systmof cmpreonof ca mil Iky c.tansormat gouhealh s mpr. d. Sene ad tecnolgy iswkh acton, satstcs co. ade d mlalurimet softaae m prvs te pr_cin evl of lea manng-et Icra-d i nvesment iicene and tecnology, r

18、e portng icenne ad tecnology projecs ad 14 tecni cal prjct to.l cs | ecentge of the tta a nnu. producin ouputof 12%. age scle c.ie dpo r p.nt fue g lu,rain, deniticain cmpl vl opme nt ad appliain of ky tchnologe pr o* ct wn the n.i onalicene and e chnol ogy pr ogres - cnd| rie 130rW lupeciical unis

19、optmizd cntr ol statgis ad te 130rW - veopme nt ad a pplicainof onlne smuaton . stmfrlupeciicaunit, suectcal K*W u- of urbie drve boier fed pump s. of cmpreD.ng ecnolgy rpctVone or tw a nd tir d.Mranwie, olgy aceement* the cmpa ny ws nnmld Ci na powe ifmai on ecnolgy b.cmaki ng eeprles p.r a idmaien

20、ane ha s improve d urher Modiy te inseCin ladads a nd sanads on a rrgu ar bbsi s, ladadi zig w ok procdurs Ceckig a nd inspcin pr ojc. Dee pei ng te US sstm, and mplmeIs maieane iformain saed.or. I iig R B logic aggan, a nd e .lure the suces of te RB Inovatng themeCai-ofmantenannemang-et implmentdap

21、rojectmangesstm.Sucessucmpleinoftwauonom ous ma nteance , rekbi ly mprold sta di y Implme nig tw c.vI maitea nne proec temsev - 18% and0.3%, reseCiel y Acmp - h tw o nincUatng ppmps reai ad olr hau of four Mls maienancetemstogeixecie.PPomoetewrkofeegylavig andcnspti on re ducig cmpee t he ui eegy co

22、nnumptondignooispaI t wae baa ce est 0 enegy savngp.cS.,cnd, soul d adee to hre onte ecnomicbenefs of mprovig, De. * staff Hel ruuptote S pig . ” he.onesess sal r.r nta“fee nc 2013 w ksop, ul ba c i 20” caeui a -yss of the .ret st uaton, di sc - s 2013.itpmetplans.Hee,onbehalofmycmpa ny 2013 work re

23、 the Genera Assembiy for cnsieain.PilarI,2012bakin, XX pow e cmpae s adee otepartys . gea spii for g u- n, -mpre.e impeme nt the sCe nt. cncet of dive opme ntprom otig cst esipstaegy sa * focus on impeme in, eama ，ageme cniu-y improve - i ol pese nt saey suat i n of ee p ma na met, bmiss maageme nt

24、and until iciellc a n.sta-d d ad the -.0.onofstaffmanageahamoni-and.- o-ac atmospheef theggodstuatin.Mani.torsaeasfo.wtheateyidctor：powergeeaintaed815bi.n kW, beyond the annua budge imp e nain ca pat of 315 m. on kW, an incra sef . mlin IW.S totaled 425 bHon kW,e consul! on took ne w seps. T he tw m

25、anaeme nt .stmfrimprIement.Fouson promotngtepoweofthecmpay managgmetsystmandteapplcainandimpllmenainofthesaeylopfvestamangetsystm.impro-thesaeymaagement.m, - al - te sy sem ofs y cntol Fute eguaesecuiyruie *s y lupev son and maaementnetworkroletplyta civ e died lop. Stegte nig the suevsi on a nd ma

26、nng-etofha biuavi olain of, sengte nig t helaeysuevs on of outsuc ng cntac ors Caarid out i srig a nd a uumn ofle - iyiseci ons, lod contol a nd insppcin, saey prooucton month,dylupevi son of prooucin saey ad theUm|cGmadote准确位置，钻孔位置必须满足植筋间距A 5d,边距A2.5d的要求。2）钻孔钻孔宜采用冲击电锤成孔，如遇钢筋宜调整孔位避开。钻孔孔径 d+4s8mm（、直径

27、钢筋取低值，大直径钢筋取高值，d为钢筋直径）。实际钻孔深度必须满足混凝土结构加固设计规范要求，锚杆最小长度一般为钢筋直径15倍。钻孔有效深度自构件表面坚实的混凝土算起。钻孔不应设置于构件的保护层或装饰层内。钻头始终与硅构件表面保持垂直。不合格者必须返工，对于废孔用结构胶或高强度等级的树脂水泥砂浆填实。植筋锚固深度和外露长度表植筋直径（mm）681214161820钻孔锚固深度（加）100100180180240240300植筋外露长度（mm）3404503604204805406003）清孔钻孔完成检查合格后，将孔周围灰尘清理干净，及时用毛刷和气泵清 理干净孔内灰尘，做到孔内无明显浮动颗粒，然

28、后用脱脂棉沾丙酮进行擦 洗，使孔内达到清洁干燥；如果孔内较潮湿，为了加快施工进度，也可采 用热风机对孔内进行干燥处理。清孔处理完毕后，用干净的棉纱将孔洞严 密封堵，以防有灰尘和异物落入。4）钢筋除锈锚固用的钢筋必须严格按照设计要求的型号、规格选用，根据锚固长 度及部位做好除锈处理，除锈长度大于埋设长度5cm左右，用钢丝刷将除锈清理长度范围内的钢筋表面打磨出金属光泽，要求除锈均匀干净，不得cvis, cmpre he ad ttmping Saey Foudaion-Trulesootng,maagementmecaim,gieulplay of ecnca sue r onad ruhooti

29、. manment, mpr 0Vld priels mang-et Ths.acmpetdtheboilelowehhadeeboiepesureamajrri_mang-et compd 29 of gea -ss and 3 Geea prbllms of govenaceCcmpeechmisy lacnst contol, andcmpeetheboiersideitgrdmanng-et, host shaig v brain of 0 sce ntic ad tchnologg cal pr ojecs suc a sCcmpeesuectcaIIMWonlinesmuainsy

30、stmdlopmentadaplcatInofcicuatngwaer MCC sa dby por tansfrmaton, thetansfrmainofdeluluri zainw ase e, the ui wae suply systmof cmprehenivetrametad ,cage vlve modfcainof ca mil 5ky ca group hhalh is mproe d. Sene ad tecnolgy innoat on is urt he iceae d. Stegten te caacesioflupe ctcl ui maor issgaduaIl

31、yceaig the pariula of lupercicauniandegulaiyDevlopedmotroi-e mang-etswkh acton, satstcs coa ade d mlalur -etsoftwae m prvs te prduCin evl of lea manng-et Icra led i nvesment i （cene a nd te Cnology, re port ng ice me ad teCnolgy pr ojeC s ad 11 teCni cal prjct toal cs lerentge of the tta a nnua prod

32、dcin ouputof125%.agesCe caie d po r pa nt fue g de （u,rizain, de niticain cmpldevlopmentadappiainofkytchnologei pr oect wn the nai onal （cene and e chnol ogy pr ogres le cnd | rie Ok W lupecii cal unis optmizd cntr ol stasis ad te OkWdeveopme nt ad a pplicain of on l ne smuaton . stmfr lupeciica uni

33、t, suect cal Ulf u- of urbie.v.boier fed ppmpse of cmpre.esve tramet of deecsDangeCnolgyrpctV one or tw a nd ti d.Mlanwie, ifmaineCnolgy aceement*thecmpanywsnnmld Ci la powe ifmaioneCnolgybeCmakingeepres par a idDe. * staff Hel ruuptoteSpig . ” he.onesess salr.rnta“fee nc 2013 w ksop, ul ba c i 20”

34、caeui a -yss of the .ret st uaton, di sc - s 2013.itpmetplans.Hee,onbehalofmycmpany2013workrethe Genera Assembiy for cnsieain.PilarI,2012bak i n , XX pow e cmpae s adee otepartys . gea spii for g u- n, -mpre.e impeme nt the sCe nllc cncpt of dive opme ntprom otig cst esipstaegy sa * focus on impeme

35、in, eama ，ageme cniu-y improve-i ol pese nt saey suat i n of ee p ma na met, bmiss maageme nt and until iciellc a n.sta-d d ad the -.0.onofstaffmanageahamoniousand.- o-ac atmospheef theggodstuatin.Mani.torsaeasfo.wtheateyidctor：powergeeaintaed815bi.n kW, beyond the annua budge imp e nain ca pat of 3

36、15 m. on kW, an incra sef . mlin IW.S totaled 425 bHon kW,e consul! on took ne w seps. T he tw manaeme nt .stfrimprIement.Fouson promotngtepowe of the cmpay managgmetsystm a nd te a pplcain and impllmenainofthesaeylopfvestamangetsystm.impro-thesaeymaagement.m, - al - te sy sem ofs y cntol Fute eguae

37、secuiyrouie*sylupev son and maaementnetworkroletplytacivedied lop. Stegte nig the suevsi on a nd ma nng-etofha biuavi olain of, sengte nig t helaeysuevs on of outsuc ng cntac ors Caarid out i srig a nd a uumn ofle - iyiseci ons, lod contol a nd insppcin, saey prooucton month,dylupevi son of prooucin

38、 saey ad theUm|cGmadote有漏刷部位，标识好成品钢筋并分类码放整齐。5)打胶植筋胶采用镇江力点锚固有限公司生产的改性环氧注射式植筋胶，打 胶前必须经项目部质检员对植筋孔进行验收，并逐一做施工记录，报请监 理检查植筋孔洞质量验收通过后，根据施工计划书计算确定的注胶量，按 注胶枪刻度表示的数字进行注胶，以保证充分填充密实(用胶量按孔洞容 积2/3计算)。植筋胶是双组分专用成品，取一组强力植筋胶，装进套筒内， 安置到专用手动注射器上，慢慢扣动板机，排出钳包口处较稀的胶液废弃 不用，然后将螺旋混合嘴伸入孔底，如长度不够可用塑料管加长，然后扣 动板机。板机扣动一次，注射器后退一下，这

39、样能排出孔内空气。为了使 钢筋植入后孔内胶液饱满，又不能使胶液外流过多，孔内注胶达到80涮可。 6)植筋钢筋插入孔内的部分要保持干燥，清洁无锈蚀，在前面的步骤中处理 后，钢筋植入部分表面先涂上稀胶，待注胶完成后，立即将钢筋放入孔口， 然后慢慢单向旋入，不可中途逆向反转，直至钢筋伸入孔底、挤出多余胶 体为止，防止出现气泡，溅出胶的现象。植筋必须在打胶后的允许施工时 间内进行，气温在20-40 C之间，控制在30-12 min内施工完成。植筋植入 锚孔后，在固化完成之前按照厂家所提供的养生条件进行固化养生，植筋 胶有一个固化过程，日平均气温25c以上12小时内不得扰动钢筋，日平均 气温25c以下2

40、4小时内不得扰动钢筋，若有较大扰动宜重新植。温度对结构胶固化时间的影响基材表面温度凝胶时间固化时间cvis, cmpre he ad ttmping Saey Foudaion - Trul esoot ng, maageme nt meca , gie ulplay of ecnca suer onad ruhooti. manment, mpr0Vldpriels manget Ths . a cmpetd t he boile l owe hha de e boie pesure a majr ri_ manget compd 29of gea -ss and 3 Geea prbllm

41、s of govenace Ccmpee chemisy lacnst contol,and cmpee the boier side itgr d manng-et, host shaig v brain of 0 sce ntic ad tchnologg cal pr ojecs suc a sCcmpee suect ca IIMW on line smuain systmd lopme nt ad aplcat I nof ci cuat ng waer MCC sady powe tafmain, the tansfrmain of delulurizainwase e, the

42、ui wae suply systmof cmprehenive tramet ad ,cage vlve modfcainof ca mil 5ky catansormat ggouheath s mpred. Sene ad tecnolgy innoaton is urt he iceaed. Stegten te caacesi oflupectcl ui maor iss gadua Ilyceaig the pariula of lupercica uni and egulaiy Devlope d motr oi -e mang-etswkh acton, satstcs coa

43、 ade d mlalur-etsoftwa* m prvs te prduCin evl of lea manng-et Icraled invesment i(cene a nd te Cnology, re port ng(cenne ad teCnolgy projeC s ad 11 teCni cal prjct toal cs lerentge of the tta annua proddcin ouputof 125%. age sCe caie dpo r pant fue g de(u,rizain, deniticain cmpl devl opme nt ad appi

44、ain of ky tchnologe pr oect wn the nai onal(cene and e chnol ogy pr ogreslecnd | rie OkW lupeciical unis optmizd cntr ol stasis ad teOkW deveopme nt ad a pplicain of on l ne smuaton . stmfrlupeciicaunit, suect cal Ulf u- of urbie .v. boi er fed ppmpse of cmprelesve tremet of deeCsDang eCnolg y rpctV

45、one or tw a nd ti d.Mlanwie, ifmaineCnolgy aceement* the cmpa ny ws nnmld Cina powe ifmai on eCnolgy beCmaki ng eeprv_pmet plans.D56d)-r-#C30於曲件三 鼠r寸.一/植篇触大样图Wm)8)抽检验收植筋验收达到设计要求后，报请业主在施工现场进行拉拔试验。植筋 后34天用铁钉刻划检查胶浆固化程度，以手拔摇方式初步检验被连接件 是否锚牢锚实。同时可根据业主的要求，可进行随机抽检，形成书面报告。 检验可用千斤顶、锚具、反力架组成的系统作拉拔试验。一般加载至稍高 于所

46、植钢筋的设计力值后，检测植筋外观完好，无裂纹、颈缩现象，即判为合格。此时若继续加力达到III级钢筋屈服强度时，植筋会出现颈缩现象，civis, cmpre he ad ttmping S y Foudaion - Trul esoot ng, maageme nt mecaim, gie ulplay of ecnca sue r m onad rulshootigmanaement, mpr ovld pr mang-et Ths . a cmpetd t he boile l owe hha de kge boie pesure a majr ri- mang-et compd 29 of

47、 gea and 3 Geea prbllms of govenace Ccmpee chmi sy lacnst contol, and cmpee t he boier s itgr d manng-et, host shaig v brain of 0 sce ntic ad tchnolg cal pr ojecs suc a sCcmpee suect ca I3W on line smulain systmdeelopme nt ad aplcat I nof ci cuat ng waer MCC sa dby por tansfrmaton, the tansfrmain of

48、 delulu- zainw ase e, the ui wae suply systmof cmprehesve tramet ad dscage vlve modfcainof ca mil ky ca group h_lth is mproe d. Sene ad tecnolgy innov_pmet plans.Won line smuain systmdeelopme nt ad aplcat I nof ci cuat ng waer MCC sady powe tafmain, the tansfrmain of delulu- zainw ase e, the ui wae

49、suply systmof cmprehesve tramet aswkh acton tmis, satstcs co.aded mlalur(met softwae im prvs te pr-cin evl of lea manng-et Icraled invesment iicene a nd tecnology, report ngicenne ad tecnolgy projecs ad14 tecnical prjct toal cs | ecentge of the tta a nnua producin ouputof 125%. age scle caie d po r

50、pant fue gls -lu,rizain, deniticaincmpl vl opme nt ad appiain of ky tchnologe pr o* ct wn the nai onalicene and e chnol ogy pr ogres - cnd I rie 130rW lupeciical units optimizd cntr ol statgis ad te 130rW - ve opme nt ad a pplicaion of on l ne smuaton .stmfr lupeciicaunit, suect cal K*W uis of urbin

51、e drve boi er fed pump seof cmpremaintenance ha s improvectionstandardsand standards on aregul ar basi s,standardi zingw orkprocedures, checking a nd inspection pr oject.Dee peni ng the BFS+ system, andimplemed. Reorga nizing R B logicagain, a nde nsuret hesuccess ofthe RB.Innovating tnteda proje ct

52、managersystem. Successfulcompl etion oftwo autonom ous mai ntenance,reliabil ity improved stea dil y. Impleme nting two c-levelmaintena nce, project themselves48. % and 42.3%,respectivel y.Accomplishtw o circulating pumpsrepairand over haul offourMills, maintenanceteamsto getexercise.nd consumpti on

53、 re ducing, completet heunit energy consumption diagnosis,pla nt waterbalan cetest,10 energy-savingproje cts.Second,we shoul d adhereto three on theeconomic benefits ofimproving,ach7Delegates,staff: Hell o! int herun-u exceeding sales of330million kWh th reducti on overthe same period aye5、植筋施工用电要按照

54、施工用电安全规程操作，避免违章6、7、植筋所用的材料不能到处乱扔污染环境othe S pring Festival,we held one sessi on offour staff representativesConfere nce 2013 -workshop,full ba ckin 2012,carefula nalysis ofthe curr entsit uation,di scuss2013 development plans.Here,on be halfof my compa ny 2013workreportstothe GeneralAssembly,forconsi

55、deration.Pillar I,2012 backi n 2012, XX pow ercompanies adheret othe partys 17great spiritfor g uida nce,compre hensively implementthe scie ntificconceptof development, promoting cost -leader shi pstrategy,sta ndar ds,focus on impleme ntation,leanmanage ment,continuously improve,sm ooth prese ntsafe

56、tysituati on ofenterprise management, businessmanagementand controlscientific a nd standardized, andthe dedicati on ofstaff, managea harmonious and democratic atmosphereofthegoodsit uation. Mai n indicat orsare a sfollow -thebattery indi cator: powerg enerationtotale d 7.815billion kWh,beyondthe ann

57、ual budget impleme ntation ca pacity of315milli on k Wh,an increa seof 757 millionkWh.Salestotaled 7.425 billion k Wh,nnualExecutive budget,an increase of729million kWh.-Se curitymeasures: unplannedoutage s 2.5 times.Nopersonalinjuryaccident occurred,nomajor accident andabove, no majorfire accidents

58、 without envir onmental poll utionac cidents,safety forthree consecutiveyearst omaintain stabilityto good posture.Businessfina nciali ndi cators:totalprofits of255 millionYua n,beyondthe a nnualbudgetof 207 millionYuan,bey ond the Datang companyi ndex41.89 million Yuan, a n increase of 1.76 milli on

59、 Yua n,FCMasse ssmentatgr adefour.-Energy: power supplysta ndar d coal completing312.25g/k Wh, down0.1 g/k Wh; integrated a uxiliarypower consumption rati o in5.12%, down0.26%; pollutant emissi onsperformancegreatlyreduced compared t olastyear, carbon 0.09g /kWh,sulfurdioxide0.104 g/k Wh NOx0.512 g/

60、kWh; dust removalefficiency ofmoret han99.8%.-Reliability index:e quivale ntavailabilityfactor in93.47%,i ncreased7.95% froma year earlier.Equivalentforced outage rate 0.08%,0.16%rlier.Major achievements: first,we should adheretothetw o management systembasis,strengt heni ngtechnologi cal resear ch,