植筋施工方案資料

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后錨固植筋施工方案一、植筋施工背景銅鑼山隧道工程在仰拱與襯砌施工過程中，挖機在清理仰拱渣土時容 易造成仰拱端頭處鋼筋折斷，為了保證仰拱的縱向整體受力，需要重新

15、進 行植筋處理，另外在進行襯砌過程中，由于襯砌端頭處在鋼筋中間預埋鋼 鞭止水帶，只能采用木模進行封堵，在澆筑過程中控制不好容易造成端頭 鋼筋移位或錯動，個別鋼筋間距變大，和下一版鋼筋連接時對接不上，為 此也需要重新植筋處理，一般情況下植筋的基面混凝土強度不應低于 30Mpa, 銅鑼山隧道襯砌及仰拱設計強度為 C4Q滿足植筋強度要求。植筋達到強度后，除或6、8采用綁扎搭接外，其他襯砌結構鋼筋與所植筋鋼筋采用單（雙）面搭接焊接的連接方式，焊條采用 E5003進行焊接。 二、施工工藝流程三、施工工藝1）定位放線根據(jù)變更設計圖紙的鋼筋數(shù)量及位置，標注出植筋位置。定位放線必須事先探測出原結構主筋，盡量避

16、開原結構受力主筋，以確定植筋鉆孔的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準確位置，鉆孔位置必須滿足植筋間距A 5d,邊距A2.5d的要求。2）鉆孔鉆孔宜采用沖擊電錘成孔，如遇鋼筋宜調(diào)整孔位避開。鉆孔孔徑 d+4s8mm（、直徑

27、鋼筋取低值，大直徑鋼筋取高值，d為鋼筋直徑）。實際鉆孔深度必須滿足混凝土結構加固設計規(guī)范要求，錨桿最小長度一般為鋼筋直徑15倍。鉆孔有效深度自構件表面堅實的混凝土算起。鉆孔不應設置于構件的保護層或裝飾層內(nèi)。鉆頭始終與硅構件表面保持垂直。不合格者必須返工，對于廢孔用結構膠或高強度等級的樹脂水泥砂漿填實。植筋錨固深度和外露長度表植筋直徑（mm）681214161820鉆孔錨固深度（加）100100180180240240300植筋外露長度（mm）3404503604204805406003）清孔鉆孔完成檢查合格后，將孔周圍灰塵清理干凈，及時用毛刷和氣泵清 理干凈孔內(nèi)灰塵，做到孔內(nèi)無明顯浮動顆粒，然

28、后用脫脂棉沾丙酮進行擦 洗，使孔內(nèi)達到清潔干燥；如果孔內(nèi)較潮濕，為了加快施工進度，也可采 用熱風機對孔內(nèi)進行干燥處理。清孔處理完畢后，用干凈的棉紗將孔洞嚴 密封堵，以防有灰塵和異物落入。4）鋼筋除銹錨固用的鋼筋必須嚴格按照設計要求的型號、規(guī)格選用，根據(jù)錨固長 度及部位做好除銹處理，除銹長度大于埋設長度5cm左右，用鋼絲刷將除銹清理長度范圍內(nèi)的鋼筋表面打磨出金屬光澤，要求除銹均勻干凈，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，標識好成品鋼筋并分類碼放整齊。5)打膠植筋膠采用鎮(zhèn)江力點錨固有限公司生產(chǎn)的改性環(huán)氧注射式植筋膠，打 膠前必須經(jīng)項目部質(zhì)檢員對植筋孔進行驗收，并逐一做施工記錄，報請監(jiān) 理檢查植筋孔洞質(zhì)量驗收通過后，根據(jù)施工計劃書計算確定的注膠量，按 注膠槍刻度表示的數(shù)字進行注膠，以保證充分填充密實(用膠量按孔洞容 積2/3計算)。植筋膠是雙組分專用成品，取一組強力植筋膠，裝進套筒內(nèi)， 安置到專用手動注射器上，慢慢扣動板機，排出鉗包口處較稀的膠液廢棄 不用，然后將螺旋混合嘴伸入孔底，如長度不夠可用塑料管加長，然后扣 動板機。板機扣動一次，注射器后退一下，這

39、樣能排出孔內(nèi)空氣。為了使 鋼筋植入后孔內(nèi)膠液飽滿，又不能使膠液外流過多，孔內(nèi)注膠達到80涮可。 6)植筋鋼筋插入孔內(nèi)的部分要保持干燥，清潔無銹蝕，在前面的步驟中處理 后，鋼筋植入部分表面先涂上稀膠，待注膠完成后，立即將鋼筋放入孔口， 然后慢慢單向旋入，不可中途逆向反轉(zhuǎn)，直至鋼筋伸入孔底、擠出多余膠 體為止，防止出現(xiàn)氣泡，濺出膠的現(xiàn)象。植筋必須在打膠后的允許施工時 間內(nèi)進行，氣溫在20-40 C之間，控制在30-12 min內(nèi)施工完成。植筋植入 錨孔后，在固化完成之前按照廠家所提供的養(yǎng)生條件進行固化養(yǎng)生，植筋 膠有一個固化過程，日平均氣溫25c以上12小時內(nèi)不得擾動鋼筋，日平均 氣溫25c以下2

40、4小時內(nèi)不得擾動鋼筋，若有較大擾動宜重新植。溫度對結構膠固化時間的影響基材表面溫度凝膠時間固化時間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/植篇觸大樣圖Wm)8)抽檢驗收植筋驗收達到設計要求后，報請業(yè)主在施工現(xiàn)場進行拉拔試驗。植筋 后34天用鐵釘刻劃檢查膠漿固化程度，以手拔搖方式初步檢驗被連接件 是否錨牢錨實。同時可根據(jù)業(yè)主的要求，可進行隨機抽檢，形成書面報告。 檢驗可用千斤頂、錨具、反力架組成的系統(tǒng)作拉拔試驗。一般加載至稍高 于所

46、植鋼筋的設計力值后，檢測植筋外觀完好，無裂紋、頸縮現(xiàn)象，即判為合格。此時若繼續(xù)加力達到III級鋼筋屈服強度時，植筋會出現(xiàn)頸縮現(xiàn)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、植筋施工用電要按照

54、施工用電安全規(guī)程操作，避免違章6、7、植筋所用的材料不能到處亂扔污染環(huán)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,