1-12Bao_cao_DTM-Xi Mang Thanh Cong - Clean

7/30/2019 1-12Bao_cao_DTM-Xi Mang Thanh Cong - Clean

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BNG GII NGHA CC T VIT TT

i

BOD Nhu cu oxy ha

BVMT Bo v mi trngCN Cng nghip

CTNH Cht thi nguy hi

COD Nhu cu oxy ha hc

CTR Cht thi rn

CTNH Cht thi nguy hi

dBA Dexi Belt A

DO Oxy ha tan

TM nh gi tc ng mi trng

GTVT Giao thng vn ti

KT-XH Kinh t - x hi

MNP/100ml Mt khun lc trong 100 mililit

PCCC Phng chy cha chy

QLMT Qun l mi trng

QTMT Quan trc mi trng

SS Cht rn l lng

QCVN Quy chun vit nam

TCVN Tiu chun Vit Nam

TSP Bi tng s

UBND y ban nhn dn

WHO T chc Y t th gii


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MC LC

TM TT BO CO NH GI TC NG MI TRNG .............................1

M U .....................................................................................................................9

CHNG 1 ...............................................................................................................19

M T TM TT D N .......................................................................................19

TN D N .......................................................................................................................... 20

CH D N ...........................................................................................................................20

V TR A L CA D N .............................................................................................. 20

1.NI DUNG CH YU CA D N ................................................................................ 24

CHNG 2 ...............................................................................................................78

IU KIN T NHIN, MI TRNG V KINH T X HI CA KHU VCD N .......................................................................................................................78

IU KIN T NHIN ......................................................................................................... 79

HIN TRNG MI TRNG KHU VC D N ............................................................. 88

IU KIN KINH T X HI ............................................................................................ 99

(NGUN: THEO BO CO NH GI HIU QU CA H THNG KHTHI TI CC NH MY) ..................................................................................104

CHNG 3 ............................................................................................................105

NH GI TC NG MI TRNG ..............................................................105

NH GI TC NG TRONG GIAI ON CHUN B D N ...............................106

NH GI TC NG MI TRNG TRONG GIAI ON THI CNG CA D N...............................................................................................................................................111

2.NH GI TC NG MI TRNG TRONG GIAI ON VN HNH .............130

NH GI TC NG DO RI RO S C MI TRNG ........................................175

NHN XT MC CHI TIT, MC TIN CY CA CC NH GI ............178

CHNG 4 ............................................................................................................180

BIN PHP GIM THIU TC NG XU, PHNG NGA V NG PHVI S C MI TRNG ...................................................................................180

GIAI ON XY DNG ................................................................................................. 181

TRONG GIAI ON VN HNH .....................................................................................185

3. BIP PHP PHNG NGA NG PH CC RI RO S C ....................................201

CHNG 5 .............................................................................................................207

CHNG TRNH QUN L V GIM ST MI TRNG ............................207

CHNG TRNH QUN L MI TRNG ...................................................................208

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2.CHNG TRNH GIM ST MI TRNG .............................................................. 214

CHNG 6. THAM VN KIN CNG NG ...............................................224

THC HIN THAM VN KIN CNG NG ........................................................... 224

THAM VN KIN CNG NG X HIP SN ....................................................... 224

KT LUN, KIN NGH V CAM KT ..............................................................226

KT LUN ...........................................................................................................................226

KIN NGH .......................................................................................................................... 227

CAM KT .............................................................................................................................227

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DANH M C B NG

iv


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DANH M C HNH

v


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TM TT BO CO NH GI TC NG MI TRNG

1. THNG TIN CHUNG V D N

Tn d n: D n xy dng Nh my sn xut xi mng l quay phng php kh

Ch d n:

Tn cng ty: Cng ty C phn Sn xut VLXD Thnh Cng III

a ch giao dch: CCN hip Sn, x Hip Sn, huyn Kinh Mn, tnh Hi Dng;

i din php lut: ng L Vn nh

Chc v: Tng Gim c

a im thc hin d n:

D n iu chnh b sung t nh my sn xut xi mng hin c ca cng ty. Khu vc d nthuc CCN Hip Sn, x Hip Sn, huyn Kinh Mn, tnh Hi Dng

2. QUY M D N

2.1. Quy m

Cc ni dung ca d n v a im thc hin, tng din tch, quy hoch s dng t

s khng thay i. D n s thay i mt s ni dung sau:

- B sung iu chnh dy chuyn sn xut xi mng pooc lng

c cng sut 1.000 tn/ngy.

- u t ng b dy chuyn sn xut xi mng trng cng sut100.000 tn/nm (tng ng 240 tn clinke/ngy)

- Nng tng cng sut sn xut ln 2.240 tn/ngy

- u t lp t h thng pht in tn dng nhit d kh thi

l quay ca 2 dy chuyn chnh sn xut , c cng sut 4,5MW, tit kim 30%

in nng dng cho sn xut.

- iu chnh b sung khu vn phng v khu ph tr. u t

mt cm ca hng dch v thng mi

3. CC TC NG N MI TRNG T NHIN, KINH T - X HI

3.1. Cc loi cht thi pht sinh

3.1.1. Trong giai on xy dng nh my

a) Bi v kh thi

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Trong qu trnh xy dng d n ngun chnh pht sinh kh thi, bi l do cc hotng o t, xy dng cc cng trnh v cc hot ng vn chuyn nguyn liu xy dng,my mc thit b. Bao gm:

- nhim do kh thi t cc phng tin vn ti vo khu vc d n.

- nhim do kh thi t cc phng tin thi cng c gii.

- Ngoi ra cn c cc loi khi, hi kim loi pht sinh t cc my ct, my hn

c trng gy nhim mi trng khng kh l: bi, SO2, NO2, CO, VOC

b) Nc thi

Trong giai on thi cng xy dng d n, ngun pht sinh nc thi bao gm:

- Nc ma chy trn: cha nhiu bn cn, du m vng vi q = 365 l/s

- Nc thi sinh hot t cc ln tri, cng nhn xy dng: 4 m3/ngy, hu ht cc chtiu cht lng nc thi sinh hot u vt ch tiu cho php ca QCVN14:2009/BTNMT

- Nc thi t hot ng thi cng xy dng v v sinh my mc: 11 m3/ngy m, ctnh ca loi nc thi ny c hm lng cht rn l lng v cc cht hu c cao.

c) Cht thi rn v CTNH

- CTR sinh hot pht sinh t cc ln tri ca cng nhn: bao gm cc cht thi hu c(chim khong 50% tng khi lng) v cc cht thi v c, pht sinh vo khong25kg/ngy

- Cht thi xy dng nh b tng, gch, , g vn Giai on thi cng xy dng kodi trong khong 18 thng th lng cht thi xy dng pht sinh l 11 m3/ngy.

- Du m thi theo quy ch qun l CTNH c phn loi l cht thi nguy hi. Vylng du m thi pht sinh trn cng trng trung bnh l: 49 lt du m/thng. Ngoira, d n cn pht sinh gi lau dnh du m thi v v hp ng du m c tnhkhong 10kg/thng.

3.1.2. Trong giai on vn hnh nh my

a) Bi v kh thi

Ngun gy tc ng nhim mi trng khng kh

Cng on sn xut Cht nhim V tr pht sinh nhim

p v trung chuyn

vi, t st, vi trng

Bi, ting n v cht thi

rn

Phu tip nhn, cc v tr chuyn

i cui bng ti, cc v tr , rt

vt liu

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ng nht vi, xt

v nh lng nguyn liu


rn

Cc v tr chuyn i cui bng

ti, rt vt liu. Nng bi

>50 mg/m3

Tip nhn, gia cng vcha ph gia

Bi, ting n v cht thirn

Cc v tr rt ng/liu v chuynbng ti. Nng bi>50mg/m3

Nghin nguyn liu Bi, kh CO, CO2, SO2,

ting n, nhit v cht thi

rn

H thng vn chuyn nguyn liu,

nng bi >50 mg/m3. Kh thi

pht sinh trong qu trnh sy.

Sili cha ng nht

nguyn liu v cp liu l


rn

H thng vn chuyn bt liu v

cn nh lng. Nng bi>50

mg/m3

L nung Bi, kh CO, CO2, SO2,


rn

Nng cc cht nhim c

tnh ton v m phng trong ni

dung sau

Lm ngui Bi, kh CO, CO2, SO2,


rn

Thit b lm lnh kiu ghi. Nng

bi >200 mg/m3

Vn chuyn v nghinthan Bi, ting n v cht thirn H thng vn chuyn than min, vtr than vo silo v khu vc sy

than. Nng bi >200mg/m3

Vn chuyn v cha Bi, ting n v cht thi

rn

Cc v tr chuyn i bng ti v

v tr vo silo. Nng bi

>50mg/m3

Xut Bi, ting n v cht thi

rn

V tr chuyn i bng ti v v tr

vo silo. Nng bi

>50mg/m3

Nghin xi mng Bi, ting n v cht thi

rn

Cc im rt nguyn liu, cn

nh lng v ti cc kt cha.

Nng bi >50mg/m3

ng bao xi mng Bi, ting n v cht thi

rn

Cc my ng bao xi mng. Nng

bi >50mg/m3

Xut xi mng Bi, ting n v cht thi

rn

T cc mng rt, bng ti xung

cc phng tin vn chuyn.

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Nng bi >50 mg/m3

b) Nc thi

Trong giai on vn hnh d n, ngun pht sinh nc thi bao gm:

- Nc thi pht sinh t qu trnh ra xe vn chuyn v v sinh nh xng: 5 m3/ngym; l ngun gy tc ng n mi trng v nu khng c thu gom, x l.

- Nc thi sinh hot pht sinh ch yu do hot ng ca cng nhn t nh n, v sinhc nhn ca cn b cng nhn vin trong nh my. Lu lng 36 m3/ngy.

- Lu lng nc ma sau 15 pht u tin

c) Cht thi rn v CTNH

TT Loi cht thi Minh gii Khi lng

(kg/ngy)

1 Vt liu chu la 630 tn/nm x 20% (mt mt

theo nung)

420

2 V bao 22 triu tng ng 6.600

tn/nm x 0,1%

22

3 Sn phm ri vi 1.100.000 tn/nm x 0,1% 4.0004 Bn t HTXL nc cp 5

5 Bn t thi b t hoi, h ga = Q x (0,8xSS+0,3x BOD5)10-3 11,85

Tng cng 4458,28

3.2. Cc ngun khng lin quan n cht thi

- Ting n pht sinh t giai on vn chuyn thi cng

- rung pht sinh t giai on thi cng my xy dng

- Tc ng n c s h tng trong khu vc d n

- Tc ng n a dng sinh hc trong khu vc d n

- S c chy n, thin tai, bnh dch.

3.3. Cc tc ng n kinh t x hi

Cc tc ng c li:

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- D n gp phn lm tng ngun thu cho ngn sch nh nc v a phng qua vicng thu thu nhp, to cng n vic lm cho ngi dn.

- D n cng pht huy vic s dng ti nguyn t hiu qu hn.

- Thc y pht trin c s h tng cho khu vc d n.

- c bit, d n s gp phn h tr cng tc x l CTNH trn a bn tnh Hi Dngcng nh cc tnh ln cn, trong bi cnh khi lng CTR ngy cng tng v kh khnv a im u t x l CTNH.

- D n cng tng hiu qu trong vic s dng ngun ti nguyn hiu qu, gp phngim thiu vic khai thc ti nguyn th hin nay v mang li li ch to ln cho x hi.

Cc tc ng c hi:

- nh hng n iu kin sinh hot, sn xut ca ngi dn a phng.

- Khi d n i vo hot ng lm nh hng n sinh thi khu vc ln cn d n

- Gia tng dn s c hc trong khu vc, c kh nng gy ra nhiu vn phc tp trongvn n nh vn ha v trt t an ninh khu vc d n

4. CC BIN PHP GIM THIU TC NG XU

4.1. Cc loi cht thi pht sinh

4.1.1. Trong giai on xy dng nh my

a) Bi v kh thi

- Tun th cc quy nh v an ton lao ng, B tr hp l ng vn chuyn v i li

- Ngi lao ng c cung cp y trang b bo h lao ng nh qun o, gng tay,knh, m bo him, dng c lm vic

- Khng ch bi thi cng bng cch ti nc b mt v khu vc xung quanh cngtrng.

- dng xe ti nc 1 km mt ng 2 ln/ngy trong nhng ngy khng ma.

b) Bin php gim thiu tc ng xu ti mi trng nc.

- La chn thi im thi cng xy dng cc hng mc chnh, c khi lng o p, xylp ln vo nhng thng ma kh (t thng 10 n thng 4) hn ch lng ncma chy trn

- Ngn chn dng nc chy trn c th to cht lng gim ti a dng bn t thmnhp vo cc dng chy bng cc bin php

- B tr cng trnh x l nc thi tm thi (2 - 4 nh v sinh di ng loi 200 lt) ti khuvc ln tri ca cng nhn

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- Hn ch v sinh cc phng tin vn chuyn ti khu vc thi cng, nc thi s ccho chy qua h ga tch cn, du m trc khi x ra dng nc t nhin

c) Bin php gim thiu tc ng xu do CTR v CTRNH

- Hn ch ti a ph thi pht sinh trong thi cng bng vic tnh ton hp l nhu cunguyn vt liu s dng. Gio dc, tng cng nhc nh, kim tra cng nhn thctit kim.

- Cc ph liu l cht tr, khng gy c nh gch v, t ct d tha c th tn dngcho vic san lp mt bng.

- Cc ph liu c th ti ch hoc ti s dng nh bao b xi mng, chai l, st thp dtha .c nh thu thu gom, ti s dng hoc bn cho cc n v ti ch.

- Trang b 02 thng ng rc 200 lt cha CTR sinh hot

- Cht thi nguy hi bao gm v bao b ng du, m, du m thi, gi lau dnh du ms c Cng ty CP SXVLXD Thnh Cng phn loi, x l.

4.1.2. Trong giai on vn hnh nh my

a) Bi v kh thi

- Lp t h thng x l kh thi l t

- Lp t h thng thng gi trong xng sn xut bng h thng thng gi, qut thng

gi c gn tng, c 5 m lp 1 qut gn tng, trn mi c qut t ht bng sc gi.- Lp t h thng thng gi ti cc kho lu gi cht thi.

b) Nc thi

- H thng thot nc ma c thit k l h thng thot nc ring hon ton giathot nc ma v thot nc thi.

- H thng thot nc ma thit k c xy dng bng h thng cng b tng ct thpchu lc c sn ng knh t 300. Trn h thng thot nc ma c b tr cc cngtrnh k thut nh: ging thu nc ma, ging kim tra theo quy nh hin hnh.

c ni theo phng ni nh.

- Ton b nc ma c thu theo cc tuyn cng sau c thot theo cc khe, rnhco cao trnh thp hn so vi mt bng xy dng nh my.

- Mng li thot nc ma trong Nh my c thit k kiu t chy theo trng lc.

- Ton b nc thi sinh hot ti khu vc nh n, nh v sinh c thu gom dn qua ccb t hoi.

c) CTR v CTNH

- i vi cht thi sinh hot c thu gom v phn loi vo cc thng cha chuyndng, cui ngy s c chuyn i x l.

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- Cht thi rn v CTNH pht sinh s c thiu hy trong l t

5. CHNG TRNH QUN L V GIM ST MI TRNG

a) Chng trnh qun l mi trngThc thi cng tc bo v mi trng ca doanh nghip di s gim st ca h

thng qun l mi trng nh nc, Cng ty C phn Sn xut VLXD Thnh Cng III sthit lp mt h thng qun l mi trng ca n v mnh. Nghin cu c im ca d nm rng v m hnh t chc sn xut v qun l mi trng ca nh my hin c th mhnh p dng s rt hiu qu cao trong qun l, trin khai cng tc mi trng.

b) Chng trnh gim st mi trng

Gim st cht thi: gim st cc thng s nhim c trng ca cc dng thi phtsinh t d n trong c hai giai on thi cng v vn hnh, bao gm: Kh thi, nc thi theo

QCVN v mi trng hin hnh.Gim st cht lng mi trng xung quanh: bao gm mi trng khng kh, mi

trng nc v mi trng t. Cc thng s quan trc l nhng thng s nhim c trngcho d n theo tiu chun, quy chun, quy nh hin hnh ca Vit Nam.

6. KT LUN, KIN NGH V CAM KT

Ch u t cam kt tun th nghim tc cc quy chun, tiu chun mi trng, cth:

- Kh thi t cc ng khi thi ca cng ty t QCVN 23:2009/BTNMT.

- Cht lng khng kh mi trng lm vic t TC 21, TC 19 km quyt nh3733/2002/Q-BYT

- Cht lng khng kh mi trng xung quanh t QCVN 05:2008/BTNMT; QCVN06:2008/BTNMT

- Nc thi sn xut: Cam kt thc hin cc bin php gim thiu v vn hnh hthng x l nc thi, m bo x l nc thi t quy chun QCVN24:2009/BTNMT (ct B): Quy chun k thut quc gia v cht lng nc thi cngnghip;

- Ting n: khng ch ting n pht sinh theo tiu chun ting n khu vc cng cng,dn c theo QCVN 26:2010/BTNMT;

- Cht thi rn: s c thu gom v x l trit , m bo khng ri vi v pht tn rami trng xung quanh m bo yu cu v v sinh mi trng v theo ng quynh ti Ngh nh s 59/2007/N-CP ngy 09/4/2007 ca Chnh ph v qun l chtthi rn.

- Cht thi nguy hi: s c thu gom v x l theo quy nh ti thng t s12/2011/TT-BTNMT ngy 18 thng 07 nm 2011 ca B Ti nguyn v Mi trng

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v qun l CTNH.

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M U

1. Xut x ca d n

1.1. Hon cnh ra i ca d n

Xi mng l nguyn liu khng th thiu trong xy dng dn dng, cng

nghip, giao thng, thy li, ng thi l th trng tiu th v thc y s pht trin

ca cc ngnh sn xut v dch v khc, sn phm ngnh cng nghip xi mng ng

gp mt phn quan trng cho ngun thu ngn sch, ci thin nng cao i sng nhn

dn. Vi vai tr ht sc quan trng , ngnh cng nghip xi mng c nh nc

c bit quan tm u t pht trin v coi l khu t ph mang tnh chin lc. Ngy

29/08/2011 chnh ph ra quyt nh ph duyt quy hoch pht trin cng nghip xi

mng Vit Nam giai on 2011-2020 v nh hng n nm 2030 trong ramc tiu pht trin ngnh cng nghip xi mng Vit Nam theo hng cng nghip

ha, hin i ha v bn vng, c cng ngh tin tin, sn phm m bo tiu chun

cht lng, p ng nhu cu th trng; tit kim nguyn liu, nhin liu v tiu hao

nng lng thp; bo v mi trng, cnh quan thin nhin.

Hin nay, tnh Hi Dng l trung tm sn xut xi-mng ln nht c nc.

Nhng thng hiu xi-mng nh Hong Thch, Phc Sn, Hi Dng... chinh

phc th trng.Hin ti, Cng ty xy dng xong v vn hnh Dy chuyn 1 bc vo hot

ng chnh thc t cui nm 2009, cung cp clinhke cho cc trm nghin trong nc

v xut khu vi cng sut l 1.000 tn /ngy.

Tip bc thnh cng ca dy chuyn 1, Cng ty c phn sn xut vt liu xy

dng Thnh Cng III tin hnh m rng cng sut xy lp dy chuyn 2 iu

chnh b sung dy chuyn 1 p ng nhu cu xi mng ang ngy cng tng, Cng

ty s lp t thm mt dy chuyn sn xut tng t dy chuyn 1 v mt dychuyn sn xut xi mng trng vi tng cng sut ca ton b nh my l 2.240 tn

/ngy tng ng vi 1,1 triu tn xi mng/nm trong cng sut ca dy chuyn

xi mng trng l 240 tn clinke/ngy.

Sau khi iu chnh, b sung nh my sn xut xi mng Thnh Cng III c tng

d ton u t trn 1.428 t ng, gm 2 dy chuyn sn xut, c tng cng sut thit

k 1,1 triu tn/nm ti cm cng nghip Hip Sn, x Hip Sn, huyn Kinh Mn,

tnh Hi Dng.

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D n ra i s mang li hiu qu kinh t p ng c nhu cu ca cc

n v sn xut v ph hp vi xu th pht trin ca c nc.

Tun th Lut Bo v Mi trng c Quc hi nc Cng ha XHCN

Vit Nam thng qua ngy 29/11/2005, Lut u t, Lut xy dng, Ngh nh s29/2011/N-CP ngy 18/04/2011 quy nh v nh gi mi trng chin lc, nh

gi tc ng mi trng, cam kt bo v mi trng v cc vn bn php lut lin

quan i vi vic bo v mi trng trong qu trnh xy dng v hot ng ca nh

my, Cng ty c phn sn xut vt liu xy dng Thnh Cng III phi hp vi

Vin Pht trin cng ngh, Truyn thng v H tr cng ng tin hnh lp li Bo

co nh gi tc ng mi trng (TM) ca d n u t xy dng nh my sn

xut xi mng l quay phng php kh ti CCN Hip Sn, x Hip Sn - huyn

Kinh Mn - tnh Hi Dng nhm cc mc ch:

- nh gi tc ng mi trng t xut cc bin php gim thiu cc

tc ng xu, phng nga v ng ph s c mi trng.

- Xy dng chng trnh qun l v gim st mi trng trong qu trnh hot

ng sn xut kinh doanh ca cng ty.

1.2. C quan c thm quyn ph duyt d n u t

D n u t xy dng nh my sn xut xi mng l quay phng php kho doCng ty c phn sn xut vt liu xy dng Thnh Cng III lm ch u t c

UBND tnh Hi Dng ph duyt ti Giy chng nhn u t s 04121000154 do

UBND tnh Hi Dng cp ngy 10/11/2008.

1.3. Mi quan h ca d n vi cc quy hoch pht trin do c quan qun l

nh nc c thm quyn thm nh v ph duyt

Cng ty c phn sn xut vt liu xy dng Thnh Cng III c tr s ti: cm

cng nghip Hip Sn, x Hip Sn huyn Kinh Mn, tnh Hi Dng Giy chngnhn ng k kinh doanh s: 0403000268, ng k ln u ngy 15/03/2005, ng k

thay i ln th 1 ngy 14/09/2006 do Phng ng k kinh doanh, S K hoch v

u t tnh Hi Dng cp.

Cng ty c UBND tnh Hi Dng chp thun ph duyt D n u t

xy dng nh my sn xut xi mng l quay phng php kh v cho thu t (giy

chng nhn quyn s dng t s: AD736774 ngy 17/5/2006) nm trong cm cng

nghip Hip Sn x Hip Sn, huyn kinh Mn, tnh Hi Dng.

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Hin nay Cng ty ang trin khai u t giai on 1 (cng on sn xut vi

cng sut 360.000 tn/nm) ca d n ban u v i vo hot ng t qu I nm

2010 thm d th trng. Trong qu trnh thc hin giai on I ca d n ban u

Cng ty nhn thy:

- V th trng: Nhu cu xi mng cho xy dng ngy cng tng nhanh,

- Mt bng sn xut ca Cng ty p ng uc kh nng tng nng lc sn

xut c quy m v ngnh hng.

- Cng ty c tim lc v ti chnh, kinh nghim qun l u t v trnh

qun l sn xut kinh doanh hon ton p ng c nhu cu pht trin.

Vy, Cng ty C phn sn xut VLXD Thnh Cng III lp d n iu chnh,

b sung d n u t xy dng nh my sn xut xi mng l quay phng php khiu chnh cng ngh v quy m u t mt s hng mc thuc dy chuyn sn xut

xi mng ca d n ban u, u t thm 01 dy chuyn sn xut tng t dy chuyn

th nht, lp t h thng pht in tn dng nhit d trong qu trnh sn xut . u

t cm dch v v thng mi kinh doanh cc mt hng ph tr cho ngnh cng

nghip sn xut xi mng trong khu vc v ngay cho d n ca cng ty. Cng ty

nhn c giy chng nhn u t s 04121000154 ngy 10 thng 11 nm 2008 ca

UBND tnh Hi Dng.

D n iu chnh b sung ca Cng ty khi vo hot ng s nng cao nng lc

sn xut kinh doanh ca Cng ty, a dng ho sn phm v ngnh hng, gim chi ph

sn xut, h gi thnh sn phm, tng nng lc cnh tranh trn th trng, gim thiu

nhim mi trng, ci thin iu kin lm vic cho ngi lao ng.

2. Cn c php lut v k thut ca vic thc hin TM

2.1. C s php l

Bo co nh gi tc ng mi trng ca d n c chun b trn c s tunth cc quy nh v lut php quc gia v khung quy nh ca Vit Nam v cc tc

ng n mi trng v x hi ca d n gm cc ti liu sau y:

+ Lut Bo v Mi trng Vit Nam s 52/2005/QH11 c Quc hi ncCng ho XHCN Vit Nam kho XI, k hp th 8 thng qua ngy 29/11/2005,

ban hnh ngy 12/12/2005, c hiu lc t ngy 01/7/2006;

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+ Lut xy dng s 16/2003/QH11 c Quc hi nc Cng ha XHCN VitNam kha XI, k hp th 4 thng qua ngy 26 thng 11 nm 2003 quy nh v

hot ng xy dng.

+ Lut u t s 59/2005/QH c Quc hi nc Cng ho XHCN Vit Namkho XI thng qua ngy 14/6/2005.

+ Lut doanh nghip s 60/2005/QH11 c Quc hi nc Cng hoXHCN Vit Nam kho XI thng qua ngy 29/11/2005.

+ Lut t ai c Quc hi nc CHXHCN Vit Nam kho X, k hp th 4thng qua ngy 26 thng 11 nm 2003.

+ Lut ti nguyn nc c Quc hi nc CHXHCN Vit Nam kha X, khp th 3 thng qua ngy 20 thng 5 nm 1998.

+ Lut ha cht ca quc hi kha XI, k hp th 2, s 06/2007/QH12 ngy21/11/2007.

+ Lut bo v sc khe nhn dn c Quc hi nc Cng ho x hi chngha Vit Nam kho VIII, k hp th 5 thng qua ngy 30 thng 6 nm

1989Lut thu xut khu v nhp khu ca quc hi kha XI, k hp th 7, s

45/2005/QH11 ngy 14/06/2005.

+ Lut phng chy v cha chy c Quc hi nc Cng ho x hi chngha Vit Nam kho X, k hp th 9 thng qua ngy 29/6/2001; c hiu lc

thi hnh t ngy 04/10/2001.

+ Lut thng mi s 36/2005/QH10 do Quc hi thng qua ngy 14/06/2005quy nh Hot ng thng mi thc hin trn lnh th nc Cng ho x hi

ch ngha Vit Nam

+ Ngh nh s 29/2011/N-CP ngy 18/04/2011 ca Chnh ph v vic quynh v nh gi tc ng mi trng chin lc, nh gi tc ng mi

trng, cam kt bo v mi trng;

+ Ngh nh s 59/2007/N-CP ban hnh ngy 09 thng 4 nm 2007 ca Chnhph v qun l cht thi rn;

+ Ngh nh s 108/N-CP ngy 22/9/2006 ca Chnh ph quy nh chi tithng dn thi hnh mt s iu ca Lut u t;

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+ Ngh nh s 117/2009/N-CP ngy 31 thng 12 nm 2009 ca Chnh ph vvic X l vi phm php lut trong lnh vc bo v mi trng.

+ Ngh nh s 67/2003/N-CP ngy 13 thng 6 nm 2003 ca Chnh Ph v

ph bo v mi trng i vi nc thi.+ Ngh nh s 35/2003/N-CP ngy 04/04/2003 ca Chnh ph quy nh chi

tit thi hnh mt s iu ca Lut phng chy v cha chy.

+ Ngh nh s 12/2009/N-CP ngy 10/02/2009 ca Chnh ph v Qun l dn u t xy dng cng trnh

+ Quyt nh s 2149/Q-TTg ngy 17/12/2009 v ph duyt chin lc Qucgia v Qun l tng hp CTR n 2005 v tm nhn n 2050

+ Quyt nh 05/2009/Q-UBND v vic Ban hnh Quy nh v qun l trt txy dng cng trnh trong th trn a bn tnh Hi Dng

+ Quyt nh s 55/2008/Q-UBND v vic ban hnh quy nh v qun l anton cht thi nguy hi trn a bn tnh HD

+ Quyt nh s 2803/Q-UBND tnh Hi Dng v vic ph duyt bo conh gi tc ng mi trng ca d n u t xy dng nh my xi mng

phng php kh cng sut 1.000 tn/ngy ti CCN Hip Sn, huyn KinhMn.

+ Thng t s 26/2011/TT-BTNMT ngy 18/7/2011 ca B Ti nguyn v Mitrng hng dn v nh gi mi trng chin lc, nh gi tc ng mi

trng v cam kt bo v mi trng;

+ Thng t s 12/2011/TT-BTNMT ngy 14 thng 4 nm 2011 ca B tinguyn v Mi trng quy nh v qun l cht thi nguy hi.

+ Thng t 09/2009/TT- BXD ngy 21/05/2009 Quy nh chi tit thc hin mts ni dung ca Ngh nh s 88/2007/N-CP ngy 28/5/2007 ca Chnh ph

v thot nc th v khu cng nghip

+ Thng t s 18/2010/TT-BXD ngy 15/10/2010 ca B Xy dng v vic Quynh vic p dng quy chun, tiu chun trong hot ng xy dng.

2.2. Cc cn c v ti liu k thut

Cn c k thut ca d n

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- Ph lc 2.1; 2.2; 2.3; 2.4 thng t s 26/2011/TT-BTNMT ngy

17/08/2011, quy nh v cc ni dung thc hin bo co ca mt Bo co

TM.

- Quy chun k thut quc gia, tiu chun Vit Nam v mi trng cban hnh km theo:

+ Quyt nh 35/2002/Q-BKHCNMTN ngy 25/6/2002 ca B Khoahc Cng ngh v Mi trng v vic cng b danh mc Tiu chun Vit

Nam v mi trng bt buc p dng;

+ Quyt nh s 34/2004/Q-BKHCN ngy 29/10/2004 ca B trngB Khoa hc v Cng ngh v vic ban hnh Tiu chun Vit Nam;

+ Quyt nh s 22/2006/Q-BTNMT ban hnh ngy 18/12/2006 ca Btrng B Ti nguyn v Mi trng v vic bt buc p dng Tiu chun

Vit Nam v Mi trng;

+ Quyt nh s 04/2008/Q-BTNMT ngy 18/07/2008 ca B Tinguyn v Mi trng v vic Ban hnh Quy chun k thut quc gia v Mi

trng;

+ Quyt nh s 16/2008/Q-BTNMT ngy 31/12/2008 ca B Ti

nguyn v Mi trng v vic Ban hnh Quy chun k thut quc gia v Mi

trng.

+ Thng t s 25/2009/TT-BTNMT ngy 16/11/2009 v ban hnh 8 quychun quc gia v mi trng.

+ Thng t s 39/2010/TT-BTNMT ngy 16/12/2010 ca BTNMT banhnh quy nh 3 QCVN v mi trng.

+ Thng t s 02/2009/TT-BTNMT ngy 19/03/2009 ca BTNMT banhnh quy nh nh gi kh nng tip nhn nc thi ca ngun nc.

+ Thng t s 41/2010/Q-BTNMT ngy 28/12/2010 ca B Ti nguynv Mi trng v vic Ban hnh Quy chun k thut quc gia v kh thi l

t cht thi cng nghip.

+ Quyt nh s 3733/2002/Q-BYT ngy 10/10/2002 ca B trng BY t v vic Ban hnh 21 tiu chun v sinh lao ng, 05 nguyn tc v 07

thng s v sinh lao ng.

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Cc quy chun v tiu chun p dng:

+ QCVN 03:2008/BTNMT - Quy chun k thut quc gia v gii hn chophp ca kim loi nng trong t.

+ QCVN 05-2009/BTNMT: Quy chun k thut quc gia v cht lngkhng kh xung quanh

+ QCVN 06-2009/BTNMT: Quy chun k thut quc gia v mt s chtc hi trong khng kh xung quanh

+ QCVN 07-2009/BTNMT: Quy chun k thut quc gia v ngng chtthi nguy hi

+ QCVN 08-2008/BTNMT: Quy chun k thut quc gia v cht lngnc mt

+ QCVN 09-2008/BTNMT: Quy chun k thut quc gia v cht lngnc ngm

+ QCVN 14:2008/BTNMT - Quy chun k thut quc gia v nc thisinh hot.

+ QCVN 19-2009/BTNMT: Quy chun k thut quc gia v kh thi cng

nghip i vi bi v cc cht v c

+ QCVN 23:2009/BTNMT: Quy chun k thut quc gia v kh thi cngnghip sn xut xi mng

+ QCVN 24-2009/BTNMT: Quy chun k thut quc gia v nc thicng nghip

+ QCVN 26:2010/BTNMT - Quy chun k thut quc gia v ting n.

+ QCVN 27:2010/BTNMT - Quy chun k thut quc gia v rung.

+ TCVN 5948-1999: m hc - Ting n do phng tin giao thngng b pht ra khi tng tc . Mc n ti a cho php.

+ TCVN 3985-1999: m hc - Mc n cho php ti cc v tr lm vic.

+ TCVN 2622 1995: Tiu chun thit k PCCC cho cng trnh.

+ TCVN 5738 2001: H thng bo chy yu cu k thut

+ TCVN 3890 2009: Phng tin cha chy cho nh v cng trnh

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Cc ngun ti liu tham kho

+ Thuyt minh d n u t xy dng Nh my sn xut xi mng lquay phng php kh ca Cng ty c phn sn xut vt liu xy dng

Thnh Cng III.+ Thu thp kin ca UBND x Hip Sn, huyn Kinh Mn , tnh HiDng.

3. Phng php p dng trong qu trnh TM

Cc phng php nghin cu p dng trong qu trnh thc hin d n:

- Phng php iu tra, kho st: iu tra hin trng

hot ng, mi trng v cng tc BVMT ti khu vc d n; o c, ly mu

ngoi hin trng v phn tch mu;

- Phng php thng k, lp bng s liu: S dng

thu thp, phn tch v x l mt cch h thng cc ngun s liu v iu

kin t nhin, mi trng v kinh t-x hi ti khu vc d n v ln cn, cng

nh cc s liu phc v cho nh gi tc ng v xut cc bin php khng

ch, gim thiu tc ng mi trng d n;

- Phng php so snh: Da vo kt qu kho st,

o c ti hin trng, kt qu phn tch trong phng th nghim v kt qu

tnh ton theo l thuyt, so snh vi quy chun, tiu chun Vit Nam xc

nh cht lng mi trng hin hu ti khu vc d n;

- Phng php chuyn gia: S dng tham kho cc

kinh nghim nh gi tc ng mi trng ca cc d n u t tng t

nhm sng lc, loi b cc phng n nh gi tc ng t kh thi, cng nh

xut cc bin php khng ch, gim thiu cc tc ng mi trng quan

trng ca d n mt cch kh thi v hiu qu;

- Phng php nh gi nhanh: Phng php nh gi

nhm c tnh ti lng cc cht nhim sinh ra trong qu trnh hot ng

ca d n da vo h s nhim do T chc Y t th gii (WHO) thit lp;

- Phng php m hnh ha mi trng: M hnh ha mi

trng l cch tip cn ton hc m phng din bin cht lng mi trng

di nh hng ca mt hoc tp hp cc tc nhn c kh nng tc ng n

mi trng. y l phng php c ngha ln trong qun l mi trng, d

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bo tc ng mi trng v kim sot cc ngun gy nhim. M hnh ha

mi trng cn c thc hin cho cc hot ng qun l mi trng.

4. T chc th hin TM

Bo co TM D n u t xy dng nh my sn xut xi mng l quayphng php kh - ca Cng ty c phn sn xut vt liu xy dng Thnh Cng III,

x Hip Sn, huyn Kinh Mn , tnh Hi Dng c t chc thc hin bi:

n v t vn lp bo co TM:

Tn n v: Trung tm Mi trng v Bin i kh hu thuc - Vin Pht trin

cng ngh, Truyn thng v H tr cng ng

a ch lin lc: S 176 Trng Chinh, Qun ng a, H Ni

i din: ng Nguyn Duy Ngc; Chc v: Vin Trng

in thoi: 04. 35666232 Fax: 04.35666234

n v cng phi hp thc hin:

Phng th nghim hp chun B Xy Dng Trung tm nghin cu vi kh hu

Kin trc v Mi trng i Hc Kin Trc H Ni;

Danh sch nhng ngi tham gia chnh trong qu trnh nghin cu xy dng

Bo co nh gi tc ng mi trng D n u t xy dng nh my sn xut ximng l quay phng php kh nh sau:

Danh sch cc thnh vin trc tip tham gia lp bo co

STT Tn Trnh chuyn mn

I Ch u t

1 L Vn nh Tng gim c

2 V nh Cng Chuyn vin cng ty

II n v t vn

1 Nguyn Duy Ngc Vin trng

2 L Th Ha Thc s mi trng

3 Trn Nh c Hu KS Cng ngh mi trng

4 Lng Vn Ninh KS Cng ngh mi trng

5 Nguyn Th Lin KS Cng ngh mi trng

6 Nguyn Vn an KS Cng ngh mi trng

7 Nguyn Hu nh KS Cng ngh Mi trng

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7. Phm vi lp bo co nh gi tc ng mi trng

Ni dung ca bo co nh gi tc ng mi trng ny c lp trn c s

D n u t xy dng Nh my sn xut nh my xi mng l quay phng phpkh c UBND tnh ph duyt cp giy chng nhn u t s 04121000154

ngy 10/11/2008 v Thng bo s 310/TB-UBND v vic chp thun iu chnh thi

gian xy dng Nh my sn xut nh my xi mng l quay phng php kh ca

cng ty CP SXVLXD Thnh Cng III.

y l d n iu chnh b sung d n Nh my sn xut xi mng phng

php kh cng sut 1.000 tn/ngy ti CCN Hip Sn, huyn Kinh Mn. Theo

hng dn ca thng t 26/2011/TT-BTNMT, Bo co nh gi tc ng mi trng

c thc hin cho d n mi bao gm nh my ang hot ng. V vy, phm vi

ca bo co TM ny chng ti tp trung nh gi cc tc ng n mi trng ca

d n cho c dy chuyn ang hot ng v dy chuyn lp t vi cc hot ng sn

xut nh sau:

+ Dy chuyn sn xut sn c vi cng sut 1.000 tn/ngy

+ Dy chuyn sn xut mi vi cng sut 1.000 tn/ ngy

+ Dy chuyn sn xut xi mng trng vi cng sut 240 tn clinke/ngy

+ Pht in nhit d vi cng sut 4,5 M+ Xy dng cc hng mc ph tr phc v sn xut kinh doanh

Cng thu ni a hon tt cc th tc theo quy nh ca php lut v i vo

hot ng p ng c cho ton b d n. V vy khng nm trong phm vi ca bo

co ny.

Ngoi ra trong khu vc x Hip Sn c rt nhiu cc nh my xi mng, sn

xut thp ang hot ng chnh v vy, chng ti s nh gi tc ng tng h gia

cc nh my v nh gi cng hng khi chng cng hot ng s nh hng nh th

no ti mi trng.

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CHNG 1

M T TM TT D N

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TN D N

D n xy dng Nh my sn xut xi mng l quay phng php kh

CH D N

Tn cng ty: Cng ty c phn sn xut vt liu xy dng Thnh Cng III

a ch giao dch: cm cng nghip Hip Sn, x Hip Sn, huyn Kinh Mn,

tnh Hi Dng;

i din php lut: ng L Vn nh

Chc v: Ch tch hi ng qun tr

in thoi/Fax: 0320.3535456

V TR A L CA D N

V tr d n thuc khu t quy hoch cm cng nghip Hip Sn, x Hip Sn,

huyn Kinh Mn, tng din tch ca nh my khong 221.593 m 2, trong din tch

xy dng iu chnh, b sung l 62.070 m2. D n c ranh gii tip gip nh sau:

- Pha Bc gip t lu khng hu sng Kinh Thy

- Pha Nam: gip t cng nghip

- Pha ng gip vi phn ng gom cm cng nghiptip gip ng 388.

- Pha Ty gip khu lin hp gang thp Ha Pht qua con

mng thot nc ca CCN Hip Sn.

Trong ta khp gc ca d n nh sau:

Bng 1 - : Ta khp gc cc im din tch d n

Tn im H ta V Bc kinh ng

1 20045.815N 106009.646E

2 20045.802N 106009.650E

3 20045.712N 106009.602E

4 20045.798N 106009.698E

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Hin trng quy hoch s dng t ca nh my

Tng din tch ton nh my l 221.593 m2, hin xy dng nh my xi

mng Thnh Cng III giai on 1 hot ng t nm 2009 ti nay. Hin ti nh my

trin khai xy dng mt bng trn din tch 111.523 m2

, cng ty 62.070m2

dintch t san lp mt bng b sung xy dng dy chuyn sn xut clinke v dy

chuyn sn xut xi mng trng. Phn din tch dnh m rng, nng cng sut hin

c san nn lp mt bng t giai on trc.

Din tch xy mi c bn c san nn Nm cnh nh my hin c

Mi tng quan vi cc i tng t nhin, kinh t - x hiKhong cch ti khu dn c gn nht: im dn c tp trung gn nht n nh

my l thn Hip Thng, x Hip Sn nm cch d n khong 600 m. Ngoi ra,

hin nay UBND tnh Hi Dng ang quy hoch xy dng Khu dn c Cm cng

nghip Hip Sn, huyn Kinh Mn. Din tch Khu dn c cm cng nghip Hip

Sn (pha Nam cm cng nghip) l 16,807ha, cch d n khong 1000 m.

Giao thng: a im ca d n nm ngay st cnh tnh l 388 ni t quc l

5A vi th trn Mo Kh, st chn cu Hip Thng bc qua sng Kinh Thy. Khuvc d n c h thng giao thng ng b chnh l ng ng tnh 388 v 389.

ng thng xe quanh nm, cu cng m bo xe H13 -30 tn qua li an ton1.

Giao thng ng thy sng Kinh Thy tng i thun li, hin Cng ty

u t bn thy ni a ni vi cc cng bin phc v nhu cu bc xp hng ha,

nguyn vt liu.

1 Quy hoch tng th pht trin GTVT tnh Hi Dng n nm 2020 v nh hng n nm 2030

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H thng knh mng thot nc: Pha Ty d n l mng thot nc ca

CCN Hip Sn, lng mng rng khong 8 m. H thng mng ny c dn ra

sng Kinh Thy pha Bc ca d n..

Cc cng trnh xung quanh: D n nm trong cm cng nghip Hip Sn,huyn Kinh Mn. Ngoi ra, trong khu vc cn rt nhiu cc nh my xi mng nh

Phc Sn, Hong Thch, Duyn Linh... (s c cp c th trong chng 3) Nh

vy d n nm trong khu quy hoch sn xut xi mng ca tnh nn ph hp vi nh

hng pht trin ca tnh. Tuy nhin, do tp trung nhiu cc nh my xi mng ca

tnh nn khu vc ny cng tim n nguy c gy nhim mi trng do tc ng cng

hng ca cc nh my ti mi trng.

Cc cng trnh vn ha, tn gio, di tch lch s: trong khu vc d n khng

c cc cng trnh vn ha, tn gio v di tch lch s

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Hnh 1 - : S v tr Cng ty c phn sn xut vt liu xy dng Thnh Cng III

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1. NI DUNG CH YU CA D N

Hin trng hot ng ca nh my sn c

a) Cc hng mc cng trnh chnh hin c ca nh my.

Cng ty c phn sn xut vt liu xy dng Thnh Cng III bt u i vo hot

ng t nm 2009. Hin ti nh my trin khai xy dng vi din tch 111.523 m2

trn tng din tch 221.593 m2. Cc hng mc cng trnh chnh c th hin trong

bng sau:

Bng 1 - : Cc hng mc cng trnh chnh hin c ca nh my

TT Hng mc xy dng Din tch xy dng n v T l %

1 Din tch xy dng dy chuyn1

111.523 m2 50,25%

- Nh iu khin trung tm 381,06 m2

-Nh cu bng ti nguyn liu tcng vo kho

32.5 m2

-Nh mi che h np liu khung thpmi tn

2100 m2

-Xng ng nht khung thp mi

tn

8600 m2

-Kho ph gia ct qung khung thpmi tn

2.749 m2

- Nh vn hnh trm phi liu 36 m2

- Nh cu bng ti s 2 45 m2

- Nh cu bng ti s 2 22,5 m2

- Nh cu bng ti s 3 22,5 m2

- Thp trao i nhit 156,25 m2

- Nh lm ngui Clinke 286 m2

- Kho khung thp mi tn 1260 m2

- Trm bin p 235,5 m2

- Xng c kh 1290 m2

- Nh xe 600 m2

- Nh bo v 33,5 m2

2 Din tch xy dng cng 32.093 m2

13,66 %

3 Din tch lm ng quy hoch 6.235,7 m2

2,65 %4 Din tch trng cy xanh 15879,7 m

27,2 %

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5 Din tch hnh lang ng 8.160,6 m2

3,47 %

6Din tch dnh iu chnh v bsung dy chuyn mi

62.070 m2

27,96 %

Tng 221.593 m2

100%

Ngun: Cng ty CP SXVLXD Thnh Cng III

Hin ti, cng sn c ca Cng ty p ng nhu cu cho vn chuyn sau khi

nng cng sut ca nh my, v vy Cng ty s khng phi b sung xy dng hay ci

to cng bn thy ni a.

b) Hin trng hot ng sn xut sn c.

T thng 12 nm 2009, nh my i vo hot ng n nh, tp trung nnh t chc nhn s sn xut t thp nht 360.000 tn /nm, tit kim chi ph,

cht lng cao v n nh.

Pht trin th trng, qung b sn phm v thng hiu, thit lp h thng

knh phn phi tt nht nhm t c kh nng tiu th trn 360.000 tn/nm.

c) Hin trng qun l mi trng ti nh my sn c.

Kt qu quan trc mi trng nh k ti nh my cho thy mi Cng ty

thc hin tt bin php bo v mi trng (Gi tr cc thng s gim st s c trnhby c th trong chng 2).

Cc cng trnh x l mi trng c xy lp ti nh my l:

1. Cng trnh x l nc cp

Tng cng qun l s dng nc ng mc ch c hiu qu khi sdng n tn cc n v.

Lp v thay th h thng ng ng nc, van nc c khng ph hpbng h thng ng ng mi kin c ph hp vi lu lng s dng.

Hng dn cng nhn vn hnh s dng nc lm mt mt s v tr titkim m vn an ton cho thit b.

Trm x l nc cp c cng ngh hin i, t ng ha cao do vync m bo cht lng trong sn xut v sinh hot. Ngun nc cp

cho ton b hot ng ca nh my c ly t sng Kinh Thy, nmst a im xy dng nh my. Cng sut trm 1.000 m3/ngy m

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H thng x l nc cp hin c

2. Cc cng trnh x l nc thi

H thng x l nc thi sn xut

Nc lm mt cc thit b sn xut c tun hon quay li trm x l nccp, v vy khng pht sinh nc thi.

Nc thi t mt s cng on nh ra nn xng sa cha c in, v sinh

phng tin c gii... c cha mt lng du m c cha hm lng cc cht l lng

cao, cn c lng tch cn v gn du m trc khi thi ra mi trng. Lu lng

nc thi khong 5 m3/ngy.

Nh my xy dng b ct 2 ngn thu gom tch du c kch thc: di

1.200 mm; rng 1.200 mm; su 980 mm, c t ti xng c in.

du t hi vo n- c t hi r a

ng d50 ng d50

Quy trnh cng ngh: nc thi c ln du c thu gom vo ngn cha ct,

y cc vng du ni trn nc c ct gi li cn nc thot sang ngn th 2 theo

l thot nm di mt ct v nc, khi ct ngm du nh k c thay bng l

ct khc.

Khng nc lm mt v my, gi chy qua cc chi tit c du m v cccht c hi.

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H thng x l nc thi sinh hot

xy dng 02 nh v sinh theo kiu t hoi ym kh 3 ngn c kch thc

Di x Rng x Su = 8 m x 2,8 m x 1,4 m ti cc khu vc v sinh nc thi sinh

hot. Lu lng nc thi 24 m

3

/ngy.

gc tr t m cht

+0.00

b t ng 2x4 m c 250#

c t t hp d8 a200

b t ng 2x4 m c 250#

c t t hp d8 a200

t- ng xy gch ch

va xi mng mc 75

giao cho T V sinh nh k dn v thng thong cng rnh khng nc

ng.

H thng thu gom v thot nc ma

Ton b nc ma trn mt bng nh my c thu gom bng h thng thot

nc ring v a v h ga. Ti h ga c t song chn rc, vi khong cch trung

bnh gia cc h ga t 4 -50 m, sau khi lng cn c x ra mi trng.

H thng thot nc ma bao gm mng li rnh thot nc b tr dc theong giao thng ni b bn trong nh my, xung quanh cc khi nh sn xut v cc

cng trnh ph tr. H thng rnh thot nc bao gm cc ng i ngm v rnh h

c dc I = 0,2 -0,25%.

3. Cc cng trnh x l kh thi

H thng lc bi c lp t xong v i vo hot ng t thng 12 nm 2009

cng vi dy chuyn sn xut .

Bng 1 - : cc cng trnh x l kh thi c xy lp

TT Khu vc sn xut Loi lc bi K hiu Cngsut

(m3/h)

Nc snxut

Slng

(ci)

1 C ng nhtnguyn liu th

Lc bi ti DMC64-A 4.000 Trung quc 02

Lc bi ti PPW32-3 4.464 Trung quc 01

2 C nghin liu th Lc bi ti GMC154-2x4F 220.000 Trung quc 01

27


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v x l kh thi Lc bi ti DMC-64A 4.000 Trung quc 01

3 Sil ng nht btliu, vn chuyn v

cp liu vo l



Lc bi ti DMC-64A 4.000 Trung quc 01

4 Trm nghin than Lc bi ti PPW96-6M 33.000 Trung quc 01

Lc bi ti DMC-80 10.000 Trung quc 01

5 L nung clanhke Lc bi in CDPK-E61/3 176.000 Trung quc 01

6 C vn chuyn vcha


Tng 12

Cng ngh lc bi ti

Kh thi pht sinh t cc cng on c qut ht ht theo ng ng i vo

cc ti lm bng si tng hp hoc si thu tinh ca thit b lc bi ti, ti y bi b

gi li v thu hi v sil liu, kh thi i qua mng ti c x l t yu cu 98-99%

i theo ng khi ra mi trng xung quanh.

Cng ngh lc bi inKh thi pht sinh t cc cng on c qut ht ht theo ng ng i vo

trong thit b lc bi c cc in cc m, dng in th 30-72 KV, bi v mt s kh

b ion ho bm vo cc in cc v b gi li cn kh thi c x l t yu cu 98-

99% i theo ng khi ra mi trng xung quanh.

H thng thng gi

m bo thng gi, thong mt tt nht, cc nh xng sn xut, kho

cha c thit k xy dng vi din tch rng ri thng thong, trn xy cao, cca rng i li, vn chuyn hng ho. Ti y cng trang b qut ht gi, qut cng

nghip.

4. Cc cng trnh x l CTR v CTNH

Hin nay ang xy dng kho c mi che c din tch 30m 2. Cc loi cht thi

rn c cc b phn thu gom, phn loi v tp kt v ni quy nh

ng k s ch ngun thi cht thi nguy hi m s: QLCTNH 30.000229T

Cc cht thi rn v CTNH pht sinh ti Cng ty hin nay l:

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Bng 1 - : Hin trng pht sinh cht thi rn v CTNH ti cng ty hin nay l:

TT TN CHT THI n v S lng

I Cht thi sinh hot Kg/thng 2.400

IICht thi rn thng thng (Gch chu la, v

bao xi mng hng, sn phm ri vi, bn thi)Kg/thng 45.000

III Cht thi nguy hi

- Du tng hp thi Lt/thng 100

- Gi lau,t ct dnh du m Kg/thng 60

- Bng n hunh quang Kg/thng 2

- Bao b, chai l ng ha cht thi Kg/thng 6

- c quy thi Kg/thng 20

Cc loi cht thi thng c ti ch li trong qu trnh sn xut, loi khng

ti ch c v cc loi cht thi nguy hi cng ty k hp ng thu x l vi

Cng ty c phn pht trin cng ngh Ti nguyn Mi trng-DRET c m s:

QLCTNH 1-2-3-4-009.V v Cng ty TNHH SXVLXD Thnh Cng c m s:

QLCTNH 1-2-3-4-009.X. Thnh lp t v sinh cng nghip thng xuyn thu gom,

qun l cc loi cht thi rn.

Ni dung iu chnh, b sung d n

Cc ni dung ca d n v a im thc hin, tng din tch, quy hoch s

dng t s khng thay i. D n s thay i mt s ni dung sau:

- B sung iu chnh dy chuyn sn xut xi mng pooc

lng c cng sut 1.000 tn/ngy.

- u t ng b dy chuyn sn xut xi mng trng cng

sut 100.000 tn/nm (tng ng 240 tn clinke/ngy)

- Nng tng cng sut sn xut ln 2.240 tn/ngy

- u t lp t h thng pht in tn dng nhit d kh

thi l quay ca 2 dy chuyn chnh sn xut , c cng sut 4,5MW, tit

kim 30% in nng dng cho sn xut.

- iu chnh b sung khu vn phng v khu ph tr. u

t mt cm ca hng dch v thng mi

4.1.1. Quy m xy dng cc hng mc mi

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Bng 1 - : Cc hng mc cng trnh xy dng mi

TT Hng mc xy dng Din tch xy dng n v T l %

1 Kho nguyn liu 2538 m2 1,15

2 Nh nghin liu 162 m2

0,073 Kho than 840 m

20,38

4 Nha nghin than 202.5 m2

0,09

5 Nh u lnh 252 m2

0,11

6 Nh nghin xi mng 624 m2

0,28

7 Nh ng bao xi mng 252 m2

0,11

8 H thng cy xanh 33.000 m2

15

9 H thng sn ng ni b 6235.7m2

2,8110

Cm ca hng dch v thngmi

1.370 m2

0,62

Tng din tch ton nh my 221.593 m2

100

Ghi ch: y l phn din tch cc hng mc xy mi,

ngoi ra cc hng mc c iu chnh, m rng s

c trnh by trong cc phn sau.

(Ngun: thuyt minh d n u t nh my sn xut xi

mng l quay phng php kh)

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Hnh 1 - : S tng mt bng Nh my sn xut xi mng ca Cng ty c phn

sn xut vt liu xy dng Thnh Cng III

31


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Hnh 1 - : S dy chuyn cng ngh sn xut xi mng en

32

Nghin than Nghin nguyn liu

Si l ng nht

Cp liu l

Thp trao i nhit

L quay

Mylmlnh

Silo cha Clinker, thch cao, ph gia

Nghin xi mng

Silo cha xi mng

Xut Clinker, xut xi mng ri, ng bao v xut xi mng bao

ng

khi

thi

Kho nguyn liu: vi, st, X Pirit, ph giaKho than

Bi, n, nhit

Bi, kh thi,n

Bi, kh thi,n

Bi, n, nhit

Bi, n, nhit

Bi, n

Nhit

Ni hiAQC

ng

khi

thi

Ni hiSP

My pht in 4,5MWHi nc

in nhit d

Thit b kh khong


38/235

Hnh 1 - : S dy chuyn cng ngh sn xut xi mng trng

33

Nghin than Nghin nguyn liu

Si l ng nht

Cp liu l

H thng trao i nhit

L quay

My lm lnh

Silo cha Clinker, thch cao, trng, phgia khc

Nghin xi mng

Silo cha xi mng

Xut Clinker, xut xi mng ri, ng bao v xut xi mng bao

ng

khi

thi

ng

khi

thi

Kho nguyn liu: vi, sttrng, ph giaKho than

Bi, n, nhit

Bi, kh thi,n

Bi, khthi,n

Bi, n, nhit

Bi, n, nhit

Bi, n

Du

FO


39/235

4.1.2. Cc hng mc cng trnh s c b sung, iu chnh trong dy

chuyn sn xut

Trong hot ng sn xut kinh doanh, vic p dng cc tin b khoa hc, cng

ngh tin tin nhm gim chi ph u vo, gim thiu s nh hng ca mi trnglm vic cho ngi lao ng nht l trong vic sn xut xi mng l mt vic lm rt

quan trng v cp thit. ng thi, vic quy hoch ph hp gia cc cng on

khng gy lng ph cho sn xut, tng cc khu t ng ho cng lm gim gi thnh,

tng cht lng, tng sc cnh tranh ca sn phm trn th trng.

V vy cc iu chnh, b sung c tin hnh ng b vi dy chuyn hin c

ca cng ty v ci tin nhng dy chuyn khng cn ph hp v mt kinh t v mi

trng hin ti.

Cc hng mc iu chnh, b sung c trnh by c th trong bng sau:

Bng 1 - : Cc hng mc iu chnh, b sung ti nh my xi mng Thnh Cng

III

I.1. iu chnh dy chuyn sn xut, thit b

Cngsut snxut

Dy chuyn sn xut ban uca nh my l dy chuyn snxut xi mng l quay 1.000tn/ngy

D n s b sung thm 01 dychuyn sn xut 1.000 tn /ngytng t nh dy chuyn thnht; iu chnh cng ngh, quym mt s hng mc ca d n

ban u nhm m bo tnh ngb ca 02 dy chuyn.

p ng nhu cuca th trng, tnghiu qu kinh t

Vnchuyn

nguynliu tcng vkho

+ t vi c ly 500 m

+ Nng sut TB = 4.350

tn/ngy.

+ Nguyn liu vn chuyn: ;

t; than, ph gia cao silic;

qung st.

+ Bng ti c ly 500 m,

+ Nng sut TB= 4.250 tn/ngy

+ Nguyn liu vn chuyn: vi, t xt, than

Nhm tng hiu qukinh t v gim bi

ng, ting n doxe vn chuyn gyra

Cngnghng nhtnguynliu

- Ri liu bng xe t, o

trn, rt liu bng my xc

lt.

- Ri liu bng thit b chuyn

dng, rt liu bng my xc

lt:

Nhm tng hiu qukinh t v gim bido my xc gy ra,tng hiu qu ngnht s b, s dng

c nhiu loinguyn liu c cht

34


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lng a dng

Kho cha

nguyn

liu

Kho di 210m, khu 36m,mi dc lp tn, Trong nh tmy cn st.

Loi nguyn liu v sc cha:

+ vi: 15.000 tn

+ t st: 9.000tn

+ Than cm: 7.100 tn

+ Ph gia cao si lic: 1.700 tn.

+ Qung st: 2 500 tn

Kho di 200m, khu 43m,mi dc lp tn, trong nh tmy ri liu.


+ Cao silic6.000 tn. Tr 20

ngy 2 dy chuyn hot ng

+ t st: 9.000 tn, tr 20 ngy

2 dy chuyn hot ng

+ Than cm: Sc cha 5.000 tn,

tr 14 ngy 2 dy chuyn hot

ng

Nhm p ng cho hai dy chuynsn xut ng thi

ph hp thit bng nht chuyndng.

H thngsi l vi

Khng c Thn kt cu thp hnh tr, mng b tng ct thp:

01 si l 4,5 xH 4,5 (m) V=92

m3. 02 si l 7xH18 (m) V = 2

x 770=1540 m3. 09 si l 9xH18(m); V=1281x9=11.532 m3

Tng V=13.164 m3

vi t ng thu qua cng

bc xc a vo bng ti vnchuyn ln 9 si l 9x18m ,V=11.532 m3

vi ng b ch bng t,

hoc ph gia khc c a ln

2 si l 7x18 qua gu ti V =

1540 m3. Si l 4.5x4,5 l si ltrung gian phi trn cc loi

vi t 9 si l D9xH18 m chuyn

ti.

Cngonnghinliu sngv x l

bi uil

Dng my nghin bi (my synghin lin hp 3,5x8,2+1,8m). Nng sut80tn/h. Hot ng theo chutrnh kn vi t hp thit b

phn ly c cng sut n 95tn/h.

Dng my nghin ng: ZJTL-

2820, nng sut 90-100 tn/h.

Do tnh nng u vit

l tit kim in

nng 30% v cho

php nguyn liu c

m cao hn.

Dng lc bi tnh in kiu E.P

lc v thu hi bi.

Dng lc bi ti kiu SD42-II

lc v thu hi bi.

Nhm t tiu chun

mi trng cao hn

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Si l ng nht bt liu, ng

knh trong 15 m, cao 36m;

Mng cc BTCT, i cc

BTCT. Thn kt cu thp

Si l ng nht bt liu, ng

knh trong 15 m, cao 36m, ton

b BTCT

Nhm thi cng thun

li v gim gi thnh

Cngon vnchuynv cha

Kho cha gm 02 si l 12x24, 01 si l th phm 7x14c sc cha 6.600 tn. 01 Nh

kho mi dc; khu 36m, vn

chuyn, bc d bng xe xc lt,

sc cha (36x66x3m)x80% =

8.000 tn. Tng cng sc

cha:14.600 tn.

Kho cha gm: 2 si l 9x18m~2560 m3 ;

02 si l 7 x22 m =1.764 m3; 12

si l 9x24 m = 19.212 m3.

Nh kho mi dc; khu 45x60

m, vn chuyn, bc d bng xe

xc lt, sc cha

(45x60x3m)x70% =5.670 tn

Tng sc cha 52.000 tn.

Nhm tng sc cha n nh sn xut

Phn kh thi lm ngui c

x l bng h thng lc bi

xyclon v bung lng bi trc

khi thi ra ngoi kh quyn.

Phn kh thi lm ngui c

a qua ni hi AQC chy

my pht in. Sau qua lc

bi tnh in x l bi.

Nhm tn dng nhit

pht in v t tiu

chun mi trng

cao hn

iuchnhcngon

nghin ximng.

S dng my nghin bi 3,8 x12 m, nng sut 60 tn /h tng

ng vi mn xi mng khng

ln hn 12 % cn li trn sng

008. Trong cng on ny cn

s dng my phn ly O SEPAN

1500, cng sut 55 n 90

tn/h.

+ S dng t hp 02 cm gm t

hp ni tip 02 my nghin bi

3,2xL13 (m) c tng cngsut 200-140 tn/h

+ B xung h thng sy ph gia

tn dng mt phn kh thi l

quay v kh thi lm ngui

gm: 01 my nghin bi 2,2x8 (m) v 01 my sy

thng quay 3xL25 (m)

Nhm p dng cngngh nghin xi mngmi nht l s dngmy nghin bi c s

dng cc thit b bsung (nghin s b)vo h thng nghin

bi s gim chi phin nng v tngcht lng ca ximng.

ng bao

xi mng

S dng 01 my ng bao 8 vi

8RS, nng sut 120 tn/h.

+ S dng 02 my ng bao 8

vi, nng sut 240 t/h.p ng d n tngcng sut

I.2. iu chnh phn xy dng

Kho ph

gia (kho

ct

qung)

Khng c Kho di 71,5 m, khu 39 m,mi dc lp tn.tng bao 4mBTCT, trong t my p hm.Ri liu bng xe t, o trn,d liu bng xe xc lt.


vi : 5.000 tn, Qung st

3.000 tn

p ng d n tngcng sut

Nh mi Khng c Kch thc 70 m x 94 m, mi p ng d n tng

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che chbin phgia( Cng)

dc lp tn. bn trong t hthng my cn xt v che ttrnh b ma t


t cha p kh: Sc cha14.000 tn, tr 20 ngy 2 dychuyn hot ng.

cng sut

Nh npliu

Khng c Nh di 70 m khu 30 m mi

dc lp tn. trong t h thng

phu np liu. H thng cn

bng pha trn t v , np cho

my nh ng bng bng ti.

Cha than 750 m3; qung st

500 m3 ( 50% din tch dng

cho thit b hot ng cp liu )

p ng d n tngcng sut

Nh p

thch cao

v ph

gia

Nh mi dc; din tch sn

1x180=180 m2

-Trong kho c my p ph gia.

Nh mi dc; din tch sn

1x382=382 m2

-Trong kho c my p ph gia

p ng d n tngcng sut

Cm si l

cha v

nhlng ,

thch

cao, ph

gia

Mng 04 si l 7x14m Mng 2 si l 9x24; 08 si l7x14 ph gia.

p ng d n tngcng sut

Nh

nghin xi

mng

Mi bng:

2x 513 = 999 m2

Mi bng:

Din tch xy dng :

2x(12X26)=624 m2

Din tch sn : 1248 m2

p ng d n tngcng sut

Cm si l

xi mng

Mng BTCT thn kt cu

thp ( 12 x 24) x 2. Sc cha:

2.200 x 2 = 4.400 tn.

+ Si l ( 10 x 21) x 3 ci.Mng BTCT, thn kt cu

thp sc cha:

3.100 x 3 = 9.300 tn

+Si l ( 7 x 14) trung gian.Mng BTCT, thn kt cu

thp.

p ng d n tngcng sut

37


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Nh ng

bao xi

mng

Mi bng: din tch sn

4x123=438 m2

Mi bng: din tch xy dng

1088 m2; Din tch sn 3.768

m2.

p ng d n tngcng sut

Ngun: Thuyt minh d n u t

M t qu trnh cng ngh

a) Cng on chun b phi liu

- Gia cng v vn chuyn vi:

vi nhp v kho nh my l dm v mt, kch thc khng ln hn

25 mm. Sau khi c thit b chuyn dng ng nht ting tng loi v lu tr trong

kho c mi che, vi c xe xc lt a vo h thng bng ti cao su vn chuyn

cha vo 08 si l nh lng 9x18m cho my nghin hot ng trn 6 ngy.

- Vn chuyn cc loi ph gia:

Cc loi ph gia (qung st, ct non) c nhp vo kho cha ring bit c

mi che. Mi loi ph gia s c ng nht bng thit b chuyn dng v np vo h

thng bng ti cao su vn chuyn ln si l 4,5x9m, cho my nghin hot ng

trong 6 ngy.

- Gia cng v vn chuyn t st:

t st kh (c m < 8%) cn p s b trc khi vn chuyn ln si l dnh

lng ca my nghin liu.La chn my cn st 2 trc c cng sut 50 tn/h. Kch

thc ca t st cho php np vo my c dmax = 500 x 500 m, m ti a cho php

Vmax = 9%. c st kh, trong qu trnh tp kt ti kho l thin cn thng

xuyn b sung st kh v kho c mi che. t st sau khi cn nh, sy kh c

chuyn ln 2 si l nh lng 4,5x9m qua h thng bng ti, d tr cho 8 gi

my nghin liu hot ng lin tc.

b) Cng on chun b phi liu

- Sy nghin phi liu:

S dng my nghin ng: ZJTL-2820, nng sut 90-10tn/h tng ng vi

mn < 10% cn li trn sng 0,09 mm. m cho php ca h hp nguyn liu

vo my nghin sy lin hp khng vt qu 12%. Cp nhit cho my sy nghin liu

lin hp c kh nng t thp trao i nhit ca l nung thng qua mt qut thi kh

nng c lu lng 220.000 m3/h. Kh thi c nhit < 2000C.

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Trong trng hp l dng hot ng, s dng mt bung t ph s dng

nhin liu du FO cp nhit cho bung sy nghin phi liu. Kh thi ra khi my

sy nghin lin hp c thit b lc bi ti thu hi v m bo nng bi trong kh

thi sau khi lc khng vt qu 50 mg/Nm3 .

- Cha v ng nht bt phi liu:

Bt phi liu sau khi nghin c cc thit b (mng kh ng v gu ti) vn

chuyn vo silo cha , d tr cho 03 ngy sn xut. H thng cha v ng nht

phi liu c thc hin ng thi trong 1 silo va m bo tit kim vn u t xy

dng, va tit kim nng lng vn chuyn bt phi liu li va p ng c yu

cu v mc ng nht ca phi liu.

- Cng on nung v lm ngui :

Bt phi liu t si l ng nht c mt thit b tho v qua mng kh ng

v h thng cn t ng ri c gu ti chuyn ln tng trn cng ca thp trao i

nhit. Phn kh thi lm ngui c a qua ni hi AQC chy my pht in.

Sau qua lc bi tnh in x l bi. ra khi l nung c lm ngui bng thit

b kiu ghi 3 cp. Kh nng thu hi t thit b lm ngui mt phn c a v

bung phn gii (gi 3), mt phn sau khi tch bi a n cp nhit cho my sy

nghin than.

Clinke sau khi lm ngui c p xung kch thc 25 mm. Bng gu

chuyn ln silo chnh phm kch thc 9x24m sc cha d ch cho 6 ngy. Bn

cnh cc silo cha b tr mt ca tho ph c th xut ln t.

c) Cng on nghin than v cung cp du t.

- Than.

Than t s lan c cn cu c gu ngom bc d ln bi tp kt ti cng sng

ca nh my. T y than c vn chuyn bng xe t v kho cha c mi che.Than cha trong kho c xe xc lt np vo phu cha cp nh lng my

nghin than.

H thng nghin than dng my nghin bi kiu gi qut F2,6x5,25+2,25, Nng

sut 9-12 tn/h (ng vi mn 5% cn li trn sng 0,08mm), m bo thanmn cp cho 2 vi t.

39


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Than mn c vn chuyn ln 01 kt cha, mi kt c sc cha 100 tn

cha my nghin ch hot ng ca 3 v duy tr trn 02 ngy sn xut) cung cp

than mn cho vi t l quay.

Qu trnh cp than v t than ti vi t u c khng ch cht ch trn cs h thng theo di lu lng cp liu, nhit , hm lng kh CO v NOx kh thi.

- Du t:

Du c vn chuyn v bng t stec ri bm ln 02 b cha c dung tch

60.000 lt, c mi che ( cp cho l mt thng hot ng)

Du c dn n u l qua cc h thng bm p lc cp cho u t v

cng tham gia qu trnh chy vi bi than mn.

d) Cng on nghin xi mng

Clinke c cha trong h thng 4 si l 9 x 18 m, sc cha mi sil 2000 tn. Ph gia c tp kt v bi cha v c ra sch qua h thng sng quay ri p

nh vn chuyn ln si l cha 7 x 14 m bng bng ti, sc cha sil 600 m3.

Thch cao c tp kt v bi cha ring, c my xc lt chung chuyn p

nh ri a ln si l cha 7x14 m, sc cha sil 600 m3. Cc ph gia hot tnhkhc c t l phi liu t c a thng vo kt cha. H thng nh lng gm 7

cn bng in t phi ch thnh phn hn hp nghin xi mng.

S dng my nghin bi 3.2 x 13 m, ng c JR 158-8-380 Kw, in p6KV, nng sut 14 tn/h tng ng vi mn xi mng khng ln hn 5% cn li

trn sng 009 mm. Trong cng on ny cn s dng my phn ly kh tun hon kn,

cng sut n 20 tn/h. Xi mng bt c h thng mng kh ng vn chuyn t

phn ly vo 2 si l 7 x 14 m, sc cha mi sil ~1.000 tn.

S dng thm 01 my nghin bi 2.2 x 8 m, nghin ring trng. trng c ra sch p nh ri a ln si l 7x14 bng gu ti. c cp chomy nghin bng bng ti , Bt sau khi nghin c a ln si l cha D7x14

( nghin khng phn ly). Bt c pha trn vi bt xi mng bng cc bng cn

di si l t cht lng xi mng c yu cu khc nhau.

e) Cng on ng bao xi mng

Xi mng bt c cp t 2 silo cha qua h thng mng kh ng, gu ti vn

chuyn l quay loi b d vt trc khi a vo kt cha ca my ng bao. S

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dng my ng bao 8 vi kiu quay. Xi mng bao c xp trong kho cha c mi

che.

4.1.3. u t ng b dy chuyn sn xut xi mng trng cng sut

100.000tn/nm.Sau khi u t iu chnh hin i ho kho cha ng nht nguyn liu th

phn din tch t ban u quy hoch sy gia cng x l nguyn liu 10.000m2

khng s dng n. D n iu chnh b sung quy hoch ti din tch ny dy chuyn

sn xut xi mng trng cng sut 100.000 tn/nm nhm khai thc trit phn h

tng u t.

4.1.3.1. Dy chuyn sn xut xi mng trng

Cng ngh c la chn cho d n thuc loi cng ngh mi v tin tin hin

nay trong khu vc. y l cng ngh sn xut xi mng trng theo phng php kh

bng l quay, t 80 % than v 20 % du FO.

Cng sut l nung 240 tn /ngy (100.000 tn xi mng/nm), s ngy lm vic

ca l nung n nh 330 ngy (11 thng)/nm. Ngy lm vic 3 ca v 24 gi/ngy. L

nung ch ngng hot ng thay gch chu la v bo dng mi nm 1 ln vi

tng thi gian 01 thng.

M t cng ngh:

a) Cng on chun b liu:

Gia cng v vn chuyn vi:

vi nhp v kho nh my l nguyn khai, vn chuyn v d tr bi

ngoi tri, c xe xc lt a vo h thng p n c ht 10-20mm, Gu ti vn

chuyn cha vo 03 sil nh lng 9x18 m vi tng sc cha ~3.000 m3.

Gia cng v vn chuyn t st trng:

Tng t nh vi, t st trng c nhp v v cha ring bit vo kho cmi che, xe xc lt np vo h thng my cn 2 trc c cng sut 20 tn/h. Kch

thc st cho php np vo my c max = 300x300 mm, m ti a cho

php: Vmax = 9 %. Gu ti vn chuyn cha vo 01 sil nh lng 9x18 m vitng sc cha ~1000 m3, cho my nghin hot ng trn 20 ngy.

b) Cng on nghin, ng nht phi liu:

Sy nghin phi liu:

Cn c vo cc tnh cht l hc ca vt liu (c cng trung bnh) nn chnmy nghin bi (my sy nghin lin hp 2.2 x 8 m). Cng sut my nghin t 30

41


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tn/h tng ng vi mn 10 % cn li trn sng 0,08mm (4900l/cm2). Cpnhit cho my sy nghin lin hp c ly kh thI l nung qua my sy vin

thng qua mt qut thi kh nng c lu lng khong 30 m3/h (kh thi c nhit

khong 150 - 200oC).

My sy nghin lin hp hot ng theo chu trnh kn vi t hp thit b phn

ly c cng sut n 40 tn/h, m bo cho my nghin hot ng n nh v nng

sut v mn yu cu.

Bt phi liu sau khi nghin c gu ti a ln vo phn ly kh c cng

sut 40 tn/h, ti y sn phm c c ht t yu cu s c vo si l cha qua h

thng mng kh ng, sn phm khng t c ht a v u my nghin nghin

li.

Kh thi ra khi my nghin vo thit b lc bi ti c Q~40.000m3/h. lc vthu hi bi m bo nng bi trong kh thi sau khi lc khng vt qu gii hn

50mg/Nm3. Kh nng ly t kh thi l quay sau khi ra khi my xy vin c nhit

khong 150- 2000C

Cha v ng nht bt phi liu:

H thng cha bt liu c thc hin bng hai si l cha c cht lng thnh

phn khc nhau. Mt si l nh 4,5 x 9 m, sc cha 110 m3 cha bt liu c cht

lng cao, mt sil 7,0 x 14 m, sc cha 600 m3 cha loi bt liu c cht lngthp hn, bt liu c nh lng t hai si l vo h thng v vin c iu chnh

phi trn ph hp, m bo t tiu chun trc khi vo h thng ve vin, nh vy

va tit kim vn u t xy dng h trng pha trn trc nghin, tn dng nguyn

liu u vo c cht lng khc nhau, li va p ng c yu cu v mc ng

nht ca phi liu.

kim tra phi liu, s dng mt my phn tch X-Ray c kh nng phntch nhanh v lin tc t 6 n 8 thnh phn c bn nht ca bt phi liu. Vic ly

mu phn tch c thc hin theo ch bn t ng. Kt qu phn tch mu bngthit b X-Ray c my tnh truyn d liu v h thng iu chnh cc thit b nh

lng cc cu t vo thit b nh lng di si l. Chu k ly mu bt phi liu

c thc hin 30 pht/1ln.

c) Cng on nung v lm ngui :

Vin liu ra khi my sy vi nhit 150-2000C c x vo l quay, qu

trnh nung luyn trong l quay to xi mng trng.

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ra khi l nung c lm ngui bng thit b my sy thng quay v c lmlnh t ngt bng nc trc khi vo my sy. ra khi my sy c vn chuyn

ln 04 si l cha 9mx18m c sc cha ~ 4.800 m3 qua h thng vt ti v gu ti.d) Cng on nghin than v cung cp du t.

Than.

Than t s lan c cn cu c gu ngom bc d ln bi tp kt ti cng sng

ca nh my. T y than c vn chuyn bng xe t v kho cha c mi che.

Than cha trong kho c xe xc lt np vo phu cha cp nh lng my nghin

than.

H thng nghin than dng my nghin bi kiu gi qut F2,6x5,25+2,25, Nng

sut 9-12 tn/h (ng vi mn 5% cn li trn sng 0,08mm), m bo than

mn cp cho 2 vi t. Than mn c vn chuyn ln 01 kt cha, mi kt c sccha 100 tn cha my nghin ch hot ng ca 3 v duy tr trn 02 ngy sn

xut) cung cp than mn cho vi t l quay. Qu trnh cp than v t than ti vi

t u c khng ch cht ch trn c s h thng theo di lu lng cp liu,

nhit , hm lng kh CO v NOx kh thi.

Du t:

Du c vn chuyn v bng t stec ri bm ln 02 b cha c dung tch

60.000 lt, c mi che ( cp cho l mt thng hot ng) Du c dn n u

l qua cc h thng bm p lc cp cho u t v cng tham gia qu trnh chy vi

bi than mn.

e) Cng on nghin xi mng trng

c cha trong h thng 4 si l 9 x 18 m, sc cha mi sil 2000 tn .Ph gia trng c tp kt v bi cha v c ra sch qua h thng sng quay

ri p nh vn chuyn ln si l cha 7 x 14 m bng bng ti, sc cha sil 600m3.

Thch cao c tp kt v bi cha ring, c my xc lt chung chuyn pnh ri a ln si l cha 7x14 m, sc cha sil 600 m3. Cc ph gia hot tnhkhc c t l phi liu t c a thng vo kt cha. H thng nh lng gm 7

cn bng in t phi ch thnh phn hn hp nghin xi mng.

S dng my nghin bi 2.2 x 8 m, ng c JR 158-8-380 Kw, in p6KV, nng sut 14 tn/h tng ng vi mn xi mng khng ln hn 5% cn li

trn sng 008. Trong cng on ny cn s dng my phn ly kh tun hon kn, cng

sut n 20 tn/h. Xi mng bt c h thng mng kh ng vn chuyn t phn ly

vo 2 si l 7 x 14 m, sc cha mi sil ~1.000 tn.

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S dng thm 01 my nghin bi 2.2 x 8 m, nghin ring trng .trng c ra sch p nh ri a ln si l 7x14 bng gu ti. c cp cho

my nghin bng bng ti , Bt sau khi nghin c a ln si l cha D7x14

( nghin khng phn ly). Bt c pha trn vi bt xi mng bng cc bng cn

di si l t cht lng xi mng c yu cu khc nhau.

f) Sn phm

Nh my d kin sn xut c hot tnh cng t cht lng PC50 theoTCVN 5691:2000, c mt sn phm hon thin, thnh phn phi liu v s phim bo nh sau::

Cc thng s ch to phi liu: KH=0,90 - 0,92; MA =20-35; MS = 2,0 2,4

Bng 1 - : Thnh phn ho hc ca phi liu trng d kin

SiO2 Al2O3 Fe2O3 CaO MgO Na2O K2O MKN

12,90 4,00 0,50 43.00 2,0 0.08 0.76 36.05

Bng 1 - : Thnh phn ho hc trung bnh

SiO2 Al2O3 Fe2O3 CaO MgO K 2O Na2O

21.30 6,00 0,90 65.18 3,07 1,19 0.08

Thnh phn khong ca theo tnh ton: C3S=67,4% ; C2S=13,60%; C3A=17 %;

C4AF=2,00%g) Cng on ng bao xi mng:

Xi mng bt c cp t 3 si l cha qua h thng mng kh ng, gu ti vn

chuyn ln sng quay loi b d vt trc khi a vo kt cha ca my ng bao.

S dng my ng bao bn t ng, nng sut 30tn/h. Xi mng bao v xut ln t.

4.1.4. u t lp t h thng pht in cng sut 4,5MW

H thng pht in s tn dng nhit d ca kh thi l quay ca 2 dy chuyn

chnh sn xut , tit kim 30% in nng dng cho sn xut.

Bng 1 - : Cc ch tiu k thut ch yu

Tn cc ch tiu Gi tr

Sn lng ca l quay 2.240T/ngy

Cng sut my pht trm 4,5 MW

Lng in pht ra trong nm 352.200 kWh

Lng in cung cp 330.900 kWh

Lng gim in tn tht t dy dn trong 1 nm 8.800 kWh

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Lng in pht ra t lng kh thi t 1 tn xi mng trong

1 gi36-38 kWh/T

S ngi cn cho thao tc trm20 ngi (khng k th bo

dng sa cha)

Bng 1 - : Quy m xy dng h thng pht in

Hng mc Din tch

Nh chnh ca trm pht 83,6 m2

Nh ni hi AQC u l 93.6 m2

Nh ni hi ui l 594 m2

Thp nc tun hon v nh bm nc 305 m2

Nh x l nc bng ha cht 72 m2

(Ngun: Thuyt minh d n u t nh my sn xut xi mng l quay phng

php kh)

B tr mt bng v trch hi:

Cng trnh xy dng c lp ca mt trm ny gm c 5 cng trnh nh sau:

nh chnh ca trm pht (gm: nh pht in bng tua-bin, bung in p cao th v

h thng dng cho trm, bung iu khin trung tm trm pht); nh ni hi AQC

u l; nh ni hi SP ui l; thp nc tun hon v nh bm nc; x l nc

bng ha hc. Trong : nh ni hi SP chim din tch t l 594 m2; thp lm mt

nc tun hon v nh bm tun hon chim din tch l 305 m2; nh x l nc

bng ha cht chim din tch l 72 m2.

Ti cnh my lm mt u l quay sn xut xi mng s t mt ni hi AQC -

ni hi nhit kh tha ca my lm ngui u l. Tng din tch chim l

5,4mx10,4m + 3,6mx10,4m. my lm mt ui l t mt ni hi SP l ni hinhit kh d ca kh thi ca thp trao i nhit ui l. Cn din tch chim t ca

n l bao nhiu th quyt nh bi mng qut cao nhit ln hay nh m quyt nh (V

tr ly hi xem trn s cng ngh).

Ni hi loi SP: Lu lng kh s dng 15.000 m3/h, nhit kh vo 3400C,

nhit kh ra 2500C.

Ni hi loi AQC: Lu lng kh s dng 65.000 m3/h, nhit kh vo

3500C, nhit kh ra 1000C.

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Trong h thng cc thit b k trn nh: ni hi AQC, ni hi SP, thp lm

mt, nh bm nc tun hon, u l thin ngoi tri. Ni hi AQC v ni hi SP

b tr theo dy chuyn sn xut xi mng; nh trm chnh, thp nc lm mt tun

hon v nh bm, nh x l ha i vi nc s b tr tp trung vi nhau.

Hnh 1 - : S quy trnh pht in t d n

Cc k thut mi ch yu s dng cho trm pht in:

- S dng k thut my tua-bin hi nc kiu ngng hi nc tham s thp v

h thng pht in d nhit c nhit thp. Cch ny hu nh thu hi li ton b

d nhit kh thi ca l quay sn xut xi mng dng cho pht in, t gim

bt rt nhiu s tiu hao nng lng trong sn xut xi mng.

- Ly d nhit kh thi nhit thp di 1500C thay hi nc nng ht v

tua-bin (b i my tng nhit p lc thp, ht hi nc kh xy, ht hi nc

bng b tng nhit p lc cao...), t gim lng tiu hao hi nc tua-bin hi

nc.- Ni hi AQC d nhit my ghi lnh u l s dng 2 on mt hp th

nhit, nh vy li dng mc ti a trong vic tn dng d nhit kh thi ca my

ghi lnh u l.

bo m cho s c ca trm pht in khng lm nh hng ti dy

chuyn sn xut xi mng, cc ni hi d nhit u c t bn cnh cc ng dn kh

thi. Khi cc ni hi hoc trm pht in xy ra s c n c th lm cho ni hi d

nhit tch khi h thng sn xut xi mng. T khng nh hng ti vic vn hnh

bnh thng ca dy chuyn sn xut xi mng.

46

N c th i Nc kh khong

Ni hi

Tua bin

Ngng t

Thp lm mt

Nhit d t dychuyn SX 3600C

Pht in n

Nc lm mt Nc ngng

Nc nng


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Quy trnh cng ngh kh khong:

Nc t trm nc cp ca cng ty c bm vo thit b lc c hc v thit

b trao i cation. Nc sau khi qua thit b trao i cation c ti t nh thp kh

kh xung. Nc sau khi qua thp kh kh c dn vo thit b trao i anion v

thit b trao i hn hp. Sau nc s c cha n thng nc kh khong phc

v pht in.

Hnh 1 - : S quy trnh kh khong

Ti cng on x l nc ha hc cung cp cho ni hi cn s dng cc

ha cht nh axit; kim; NH3.

a. HCl 30%: Trong qu trnh x l nc ha hc cp cho ni hi s dng btrao i ion dng. B trao i ion dng nhm trao i ion c trong nc nh Fe 2+;

47

Phn ng

HA + ROH --> AR + H2O

A: gc Axt Cl-, SO42-,NO3-,

ROH: Keo d ng

Cp vo ni hi

Nc cp

B trao i ion (+)

Fe2+, Ca2+, Mg2+, K+,

Na+,...

Thp kh CO2

B trao i ion (-)

Cl-, SO42-, NO3-, SiO2,...

B trao i ion hn hp

(-) v (+)

Thng nc kh mui Sc NH3

B kh O2

Thi kh

Phn ng

M+ + HR --> MR +H+

M+: ion dng

ROH: Keo m

Ti sinh keo m bngNaOH (2 4%)

Ti sinh keo (+) bngHCl (4 6%)

Nc cha ion() v ion (+)

v b trungha


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Mg2+; Ca2+; K+; Na+. B trao i ion dng l th c nh dng ti sinh. Trong b trao

i c keo tng hp ion dng. Khi a ngun nc vo b trao i ion dng, lm

cho ion H+ trao i vi ion dng c trong nc, qu trnh trao i nh sau:

Fe2+

+HR FeR+H+

Mg2+ +HR MgR+H+

Ca2+ +HR CaR+H+

Na+ +HRNaR+H+

b. NaOH 30%: Trong qu trnh x l nc ha hc cp cho ni hi s dng b

trao i ion m. B trao i ion m c tc dng kh cc ion trong nc nh Cl -; SO42-;

SiO32-Nc bnh ion dng sau khi trao i, s c tnh axit a vo b trao i

ion m cha keo tng hp ion m dng OH- , ti y cc ion m trong nc s trao

i vi ion OH- ca keo tng hp, qu trnh trao i nh sau:

H2SO4+2ROH R2SO4+H2O

HCl+ROH RCl+H2O

H2CO3+2ROH R2CO3+H2O

H2SiO3+2ROH R2SiO3+H2O

c. NH3

V nc sau x l yu cu c pH l 9,2 v vy cn b sung dung dch NH3

tng pH cho nc sau khi x l. NH3 c b sung vo nc x l di dng

dung dch m ngun kh NH3 u vo dng kh do vy cn phi ha tan kh vo

nc bng cch phi trn cho nc vo thit b t trn xung; kh vo t di ln; kh

c ha vo nc sau dng cnh qut khuy trn u dung dch NH3.

4.1.5.iu chnh quy m cc cng trnh ph tr v khu vn phng.

Do d n s c iu chnh, b sung dy chuyn v cng ngh, ko theo quy

m sn xut v t chc nhn s cng thay i theo, v vy cc cng trnh ph tr v

khu vn phng cng c iu chnh ph hp vi thc hin tin hot ng. Ni

dung iu chnh c th nh sau :

Bng 1 - : iu chnh quy m cc cng trnh ph tr

TTTn hng

mc

Theo d n ban

uiu chnh Ghi ch

1 H thng Trm x l nc Trm x l nc Nhm p ng cho hai dy

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TTTn hng

mc

Theo d n ban

uiu chnh Ghi ch

x l nc

cp

cp c cng sut

1.000m3/ngy m,

din tch 2.000m2.

cp c cng sut

2.000m3/ngy m,

din tch 1.400m2.

chuyn SX v cc phn m

rng thuc phm vi nh my,

ng thi thun li cho vic

v sinh h thng.

2

Nh

trm BA

tng

Trong trm BA b

tr 02 my BA c

dung lng mi

my l:5.000 KVA

vi in p

35/6,3KV.

Trong BA b tr 05

my BA c dung

lng mi my l

5.000 KVA vi

in p 35/6,3KV.

(trong c mt

my d phng).

Nhm cng sut cp in

cho hai dy chuyn sn xut .

ng thi ph hp vic kt

ni trm pht in dng nhit

kh thi l quay.

3

Xng C

kh

Din tch sn 810

m2. C cu trc 10

tn

Din tch sn 945m2 C cu trc 10 tn

Ph hp nhu cu nng cng

sut nh my

4

Kho vt t

tng hp

Din tch sn 810 m2.

Kho 1: Din tch

sn 480 m2, c cu

trc 05 tn.

Kho 2: Din tchsn 480 m2

Ph hp bc r sp xp hng

ho nng. Tng kh nng

cha ca kho.

5

Nh iu

khin v

th nghim

trung tm

Hai tng din tch

xy dng 150 m2.

Din tch sn 300m2

Ba tng din tch

xy dng 508m2.

Din tch sn

1.524m2

Tnh ph hp v s dng

chung cho c hai dy chuyn

Bng 1 - : iu chnh quy m cc cng trnh khu vn phng

TT Tn cng trnhTheo d n ban u iu chnh

Dn tch

XD (m2)

Dn tch

sn (m2)

Dn tch XD

(m2)

Dn tch sn

(m2)1 Nh vn phng 120 1x240=240

18x24=432 432x7=3.0242 Nh khch 234 1x234=2343 H.trng a nng 450 1x450=4504 Nh vn phng s 1

(phc v chuyn gia)

0 0 12x47=564 12x47=564

5 Nh ngh ca cngnhn

324 324 18x150=2.700 3x2.700=8.100

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6 Nh n ca cng nhn 360 1x360=360

580 1x580=5807 Nh n ca khi vn

phng

164 1x164=164

Tng cng 1.598 1.598 3.329 7.721

Ch thch:

+ Theo d n ban u: nh vn phng, nh khch, hi trng a nng c b

tr c lp c tng din tch xy dng l 804 m2, iu chnh li l nh vn phng, nh

khch, hi trng a nng c xy dng thnh 01 nh 07 tng c din tch xy dng

432 m2 ,dn tch sn 3.024 m2.

+ B xung thm 01 nh vn phng s 1 chuyn phc v chuyn gia nc

ngoi thc hin hp ng kinh t c din tch xy dng 564 m 2 nm trn din tch quyhoch nh ngh cng nhn ca d n ban u.

+ Chuyn v tr v iu chnh quy m nh ngh ca cng nhn: Nh ngh ca

cng nhn trc y quy hoch din tch xy dng 324 m2 ; din tch sn 324 m2 ( 01

tng) ( nm v tr nay i thnh nh vn phng s 1) c chuyn n v tr mi

nm ven ng gom cm cng nghip (trc y c quy hoch l bi xe) th

hin trn mt bng quy hoch tng th iu chnh b sung c din tch xy dng

3.100 m2

, din tch sn 9.300 m2

(03 tng) ph hp vi quy m iu chnh b sungv p ng tt hn, tin li hn nhu cu sinh hot ca ngi lao ng

+ Bi xe c chuyn v v tr mi cnh trm cp nc.

4.1.6. u t mt cm ca hng dch v thng mi:

V tr nh my nm ti cm Cng nghip Hip sn ven ng Quc l 388 y

l v tr nm trung tm v gn cc nh my cng trng x nghip c iu kin giao

thng thun li, d qung b hng ho . Ti y kinh doanh cc loi phng tin vn

ti v vt t kim kh phc v cho cm cng nghip Hip Sn v cc nh my khu vc

ln cn v phc v chnh d n kinh doanh trong lnh vc ny s c tnh kh thi cao.

Mt phn din tch t gip ng gom cm cng nghip, (th hin trn bn

v quy hoch) Cng ty u t xy dng cm ca hng dch v thng mi quy m

xy dng hai tng, din tch xy dng 1.370 m2vi din tch sn 2.740 m2.

- Kinh doanh k gi mua bn xe t vn ti: Khu vc Nh chiu v cm cng

nghip tp trung nhiu cc nh my sn xut kinh doanh vt liu xy dng, nhu cuvn ti l rt ln. K t nm 2008 nh nc cm cc phng tin t ch nhu cu xe

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t vn ti thay th phng tin t ch l rt ln. Cn c theo nhu cu khu vc, cn c

vo nng lc kinh doanh lnh vc ny ca Cng ty d kin mt nm ca hng kinh

doanh bn c khong 200 chic t cc loi.

Cng do cc iu kin thun li trn nhu cu ph tng kim kh phc v thayth sa cha my mc thit b, c bit l my mc thit b cng trnh khu vc ny

l rt ln c th nh:

Vng bi cc loi, giong pht, dy cua doa, ....Quy m kinh doanh mt hng

ny mt nm khong 300 tn.

4.1.7.Danh mc cc my mc thit b

4.1.7.1. Cc my mc thit b, phng tin thi cng d nBng 1 - : Cc thit b thi cng d n

Loi thit b Cng sut 1thit b (HP-

m lc)

S lngthit b

Tng cngsut (HP)

Tng cng sut(KW) 1 HP = 0,7456

kW

My san gt 320 1 320 238,6

My xc, o 315 1 315 234,8

My lu, m 200 1 200 149,1

My cu 305 1 305 227,4

My trn b tng 235 1 235 175,2

Tng cng sut 1.375 1.025

H s s dngnhin liu theo

cng sut my

0,83lt/1HP/ngy

1,11 lt/1KW/ngy

Ngun : Cng ty VLXD Thnh Cng III

4.1.7.2. Cc my mc thit b ang hot ng v c dng chung vi

giai on 2:

TT LOI THIT B THNG S K THUTCHT

LNGS

LNGV TR

1 Bng ti nh lngB800x2000;P=16160t/h ; 2,2kw

90% 01cm nghin

liu2 My nghin ng Kiu: DM28.2D;

P=90110t/h;90% 01

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LNGS

LNGV TR

V=34.6v/p ;1000kw

3 Mng kh ngL=42935mm; P=110t/h;5KW ; =80

90% 01

4 Lc bi ti Kiu: PPW32-3;S=96m3; V=4464m3/h 90% 01

5 Lc bi tiKiu: CDMC 154-2x4F;V=220000250000m3/h;P


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LNGS

LNGV TR

V=45008400m3/h;P=16001200Pa ;4kw

25 Vi phun than a knh ; P=3.54.5t/h 90% 01

26 Qut Root V=60.9m3/p; P=29.4kPa; 45kw 90% 02

27 Gin ghi2 cp ; 2.4x16.1m;S=36m2;P=10001200t/h ; 22kw

90% 02

cm lmngui v vnchuynclinhke

28 Ba pKiu: 1050x1650mm;Vba:=16.5m/s;Vnc=1.5m3/h ; 37kw

90% 01

29 QutV=9047m3/h;P=7364Pa ; 75kw

90% 06

30 Qut

V=33762m3/h;

P=6180Pa; 110kw 90% 0131 Qut

; V=11056m3/h;P=9195Pa ; 45kw

90% 02

32 Gu ti xinL=77060mm;P=4570t/h; 30kw ;V=0.25m/s; =450 ;

90% 01

33 Lc bi tnh inKiu: CDPK-E61/3;V=176000m3/h;

90% 01

34 Mng coL=18700mm; P=33t/h;V=11m/p ; 5kw

90% 01

35 Mng coL=9500mm; P=33t/h;V=7.2m/p ; 4kw 90% 01

36 Lc bi tiKiu: PPW32-6;V=13390m3/h

90% 01

37 Tip= 1tn ; V=8.6m/p ;3kw

90% 01

38 Cp liu aDK1,3m ;

P=016.1m3/h ; 3kw90% 01

Cm nghinthan

39 My nghin biD2.6x5.25+2.25 m ;

P=1012t/h; N=19.7v/p ;400kw

90% 01

40 Mng co L=11000; P=40m3/h;V=13.5m/p ; 4kw 90% 01

41 QutV=39000m3/h; P=7500Pa ; 132KW

90% 01

42 Vt mngP=19.4m3/h; N=40v/p ;

1,5KW90% 01

43 Cp liu aP=2-10t/h; N=5- 25v/p ;

5,5KW90% 02

44 Thit b cn P=1--10t/h ; 1,5KW 90% 0245 Vt mng P=210t/h ; 11KW 90% 02

46 Qut Root V=31.1m3/p; P=49kPa ;37KW 90% 03

53


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LNGS

LNGV TR

47 My nn khV=24m3/p; P=0.8MPa ;

132KW90% 03

48 Lc bi tiKiu: PPW96-6M;V=33000m3/h; S=576m2

90% 01

49 Lc bi tiKiu DMC-80;V=45006000m3/h;S=60m2

90% 01

Ngun : Cng ty CP sn xut VLXD Thnh Cng III

Ghi ch : Cc thit b trn c lp t ng b c ngun gc t Trung Quc

4.1.7.3. Cc my mc thit b c u t mi:

Bng 1 - : Danh mc thit b c u t mi 100%

TT Tn gi Xut x Quy cch n v Slng

A Dy chuyn nghin xi mng

I ng nht

1 Bng ti tmTrungQuc

L 10m , B800; gc= 0 ;Q=70T/h

Ci 1

2 Lc bi ti ,,PPw323; 4kW; Q4500 m3/h; S96m2

,, 1

3 Gu ti TGH500 ,, H37,5 m; 200 t/h;32 kw ,, 14 Bng ti B800; 94m ,, B800; L94 m; H20 m ,, 1

IISy va nh lngph gia

1 Kp ham ph gia ,,MODEL PE 400x600; 30kw

Ci 1

2 Bng ti cao su ,,B650 ; 200 t/h ; L 27 m ; 16 ; 9 kw,

,, 1

3 Bng ti cao su ,,

B650 ; 200 t/h ; L 29 m ; 16

; 9 kw ,, 1

4 Bng ti cao su ,,B650 ; 60 t/h ; L 3,6 m ; 0 ; 3 kw

,, 1

5 Bng ti cao su ,,B650 ; 200 t/h ; L 6 m ; 9 ; 3 kw

,, 1

6 My sy thng quayD2,8 x20 m ; 50 T/h; 75kw;

,, 1

7 Bng ti cao su ,,B650; L114 m ; 15 ; 200t/h ; 32 kw

,, 1

8 My kp ham ,, MODEL PE 400x600 ; 30 ,, 1

54


60/235

kw

9 Bng ti cao su ,,B650 ; L 7 m ; 200 T/h ; 3kw

,, 1

10 Gu ti ,,

TGH500H30 m; 30 kw ;

200 t/h; ,, 111 Bng tai ,, B650; L8.5 m; 200t/h; 3kW ,, 1

12 Bng ti,, B650; L10.5 m; 200t/h;

3kW,, 1

13 Cn bng in t ,, B650 x 2,5m ; 2,2 kw ,, 6

14 Bng ti ,,B650 x 26 m ; 30 T/h ; 4,5kw

,, 1

15 My nghin ba ,, 70 T/h ; 75 kw ,, 1

16 Gu ti ,, TGH315; Q 70 t/h; H 26 m;11 Kw; ,, 1

17 Lc bi ti ,,PPw323; 4kW; Q4500 m3/h; S96m2

,, 1

18 Lc bi ti,, PPW326; Q11500m3/h;

S186m2;11 kw,, 1

III Nghin xi mng

1 Bng ti cao su ,,B800 x 3 m ; 1560 T/h; 2,2kw;

Ci 2

2 Bng ti cao su ,, B800 x 3 m ; 100150 T/h; 3kw;

Ci 2

3 Bng ti xch ,,B800 ; L9 m; 0 ; Q200T/h; N=3 kw

,, 1

4 My nghin bi 3,2*13 ,,3,2x13 m ;1600kW/6kV+22kW

Ci 2

Gu ti bng ,,TGD500; H23 m; Q300 t/h.22 kw ; bng ko

,, 1

6 Bng ti cao su ,, B800; L4 m; 0 ; 3 kw ,, 1

7 Sang quay ,, Q 300 T/h; 30 kw Ci 1

8 Bng ti cao su ,,B650, 13 m ; Q=80 T/h ; 3kw

,, 1

9 Bng ti cao su,, B800 ; L 14 m ; 150 T/h ; 3

kw,, 1

Lc bi ti,, PPC966; 40100 m3/h ; 55

kwCi 1

11 Mng kh ng ,,Qmax =200 T/h ;L= 7 m ; 8

; 1,1 kw,, 1

12 My nghin bi 3,2*13 ,, 3,2x13 m ; Ci 2

55


61/235

1600kW/6kV+22kW

13 Gu ti bng ,,TGD500; H39 m; Q300 t/h.55 kw ;

,, 1

14 Mng kh ng ,,

Qmax =200 T/h ;L= 2.5 m ;

12 ; 1,1 kw ,, 1

Mng kh ng ,,Qmax =200 T/h ;L= 2.5 m ;12 ; 1,1 kw

,, 1

16 Van cnh xoay ,, Q=50300 tn/h ; 3 kw ,, 3

17Vt nh lng liu

kiu mc treo,,

D350x3500 mm; 30 t/h ;M t iu tc bin tn 3kw

,, 1

18Vt n nh liu mttrc ( cn)

,,ULD350 x3500 mm; 30t/h ; iu tc QZT324; 3kw

,, 1

19 Bng ti cao su ,,B1200; Q200 T/h; L27 m;

N5,5 kw,, 1

Mng kh ng ,,Qmax =100 T/h ;L= 6 m ; 8 ;Qut 1,1 kw ,

,, 1

21 Mng kh ng ,,Qmax =100 T/h ;L= 6 m ; 8 ;Qut 1,1 kw ,

,, 1

22 Lc bi ti ,,PPW326; Q11500m3/h;S186m2;11 kw

,, 1

23 Gu ti bng ,,TGD500; H31 m; Q300 t/h.45 kw ; ,, 1

24Van rt tc ng khnn

,, Q= 5100 tn/h ; 1,5 kw ,, 2

Van cnh xoay ,, Q=50300 tn/h ; 3 kw ,, 2


,, 1

27 Bng ti cao su ,,B800 ; L7 m; 0 ; Q200T/h; N=3 kw

,, 1

28 Bng ti cao su ,, B800 ; L34 m; 0 ; Q200T/h; N=5.5 kw ,, 1

29 Bng ti cao su ,,B800 ; L5,5 m; 0 ; Q200T/h; N=3 kw

,, 1

IVng bao va xut ximng

,,

1 Gu ti ,,TGD 500; H 27 m; Q=250T/h; 30 kw

Ci 1

2Van tr iu khin

ng c,, Q= 5100 tn/h ; 1,5 kw Ci 2

3 My ng bao 8 vi ,, 8RS(EF); 80,5 kw ,, 2

56


62/235

kiu quay

4 Lc bi ti ,,PPC966; 40100 m3/h ; 55kw

Ci 1

5 Bng ti bng ,, B800 ; L28 m; 11 kw ,, 2

6 B phn chuyn hng ,, 1,5 kw ,, 12

7Bng ti xut xi mngxung t

,, B800 ; L30 m ; 11 kw ,, 4

8 Mng kh ,,Qmax =100 T/h ;L= 10 m ;8 ;Qut 1,1 kw

,, 2

9 Mng kh ,,Qmax =100 T/h ;L= 5 m ; 8 ;Qut 1,1 kw , 02 ci

,, 2

B Dy chuyn xi mng trng

I Cng on chun bnguyn liu

1 Kp ham ,, PE400x600; 30kW Ci 1

2 Bng ti cao su ,,B650; L20m; H5,4 m;100t/h; 16o; 4.5kW

,, 1

3 My p ba ,, 70 T/h ; 75 kw Ci 1

4 Gu ti xch ,,TGH315(1350x540) ;Q100t/h; H35m; 17 Kw;

,, 1

5 Bng ti cao su ,,B650; 13m; 100t/h; 0o;3kW ,, 1

6 Kp ham ,, PE400x600; 30kW ,, 1

7 Gu ti xch ,,TGH315(1350x540) ;Q100t/h; H35m; 17 Kw

,, 1


,, 1

9 Cn bng in t ,,B800 x 3 m ; 1560 T/h; 2,2kw;

,, 4

10 Bng ti cao su ,, B650; L54m; 30 t/h; H3.3m, 4,5 kW ,, 1

11 My nghin bi 2,2*7,5 ,,Q14 t/h; D 2,2*7,5 ; 380 kw; 400 v

,, 1

12 Gu ti bng ,,TGD200(1080x400) ;Q50t/h; H24 m; 7.5 Kw;

,, 1

13 Phn ly qut t ngoai ,,BKX20; 30 t/h; 55 kw +4,5kw

,, 1

14 Gu bng ,,TGD200(1080x400) ;

Q50t/h; H20.5 m; 7.5 Kw;,, 1

15 Lc bi ti ,, PPC966M; 33000 m3/h ; 40 ,, 1

57


63/235

kw

16 Bng ti cao su ,, 13.5m; 50t/h; 0o; 3kW ,, 1

II Cng on nung ,,

1 Cn bng in t ,, Q310 T/h ; L2 m; 2,2 kw Ci 42 Bng ti cao su ,,

B650; 10 t/h; 20.5 m; 0o; 3kW

,, 2

3 Gu ti xch ,,TGH315; 100t/h; H36m;18.5kW

,, 2

4 Vt ti ,,MODEL WLD250; 10t/h;3.2m; 4,5 kw

,, 2

5 Vt ti ,,MODEL LS250; 10t/h; 2m;3 kw

,, 2

6 Trn m ,, 2J40Cx250; L2,5m; 10~20T/h; 2442 kg; 11kW

,, 2

7 V vin ,,QPY28; 11kW; D2,8 m;10~14; 5,54 T

,, 2

8 My sy ,, D1.8x12m; 7,5 kw ,, 2

9 L quay ,, D2.32x36m; 55 kw ; 136 T ,, 2

10My lam ngui kiuthng quay

,, D 1 m x5m ; 5,5 kw ,, 2

11 Lc bi ti ,, Q~37.000 m3/h; 40 kw ,, 2

III Cng on nghin xi ,,

1 Vt ti ,,MODEL LS250; 56v/ph;13,6 t/h; 13m; 7,5 kw

Ci 1

2 Gu ti xch ,,TGH160; 30t/h; H34.5m;7.5kW

,, 1

3 Vt ti ,,MODEL LS250; 56v/ph;13,6 t/h; 12m; 7,5 kw

,, 1

4 Cn bng in t ,, L3m ,, 4

5 Cn bng in t ,, L5m ,, 1

6 Cn bng in t ,, L2m ,,

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1-12Bao_cao_DTM-Xi Mang Thanh Cong - Clean