煤矿项目简介

1、bbkkbccQRkckckkc ;C k ;C ;C k $ k ;=v ;C ;C k $ k ;=ckc #. cbcbkbcbkbbkkk cbcb #. u ?AO u +O ?AO +O 11) (I B5O B5O ( 1 1 COS 20COS 2211 I 1 122.07340.95898 ;C5 ;C5bkk Kr + PnH#Acosu#l # v L Pn P k;Dvcos P v#APk k b Y I I x i;. jkk #+ kc b Y I x i;. j #+ kc b Y I I x i;. jkk + kc bi juPS!x3U cos3Uu99

2、P PvS PvU Pc u!x Ji 3 I x $ P u S ijk S k !0 x I X c!0 x !x c #. COS!=0.95 ,LGJ70 )c 2.1kmc u 0.765%/Mw.km(aU1%xau%PL x0.765%0.384972.1 x0.62%w5%cuu% Pk0.765%/MwHkmvPPk0.38497MwvLk2.1kmv LGJ70 cc #. 0.62%ci ju j PS!x3U cos3U100u P PvS PvU Pc! x Ji3 I X %. E E S v:%. E E -200mucos O=0.70.066%kw.kmijk

3、uKU2%xi149.86I0.2I0.066%jJ1x2.0%w5%,c149.86 kw,0.2kmc juI= Ji 3 I X MY0.38/0.66- I I S c:MY-3I25+1I16-400mucosO=0.70.212%kw.kmijku KU2%=i13.2I0.4I0.212%jJ1x1.1%w5%,c13.2kw,0.4kmc juI= Ji3 I X MY 0.38/0.66- I I S = kc:MY-3I70+1I25-250mucosO=0.70.091%kw.kmijku101KU2%=i70.98I0.25I0.091%jJ1x1.6%w5%,c ;D

4、 ;=cb bkc bc #/ kc bkbbbc bibjbvbcccc bk c bkckkc cbbbbbck ci j . bkijbv Mkk Mci jb kc102i jibbj k k kk = =ci juijvv ci jc = = kck =b = k = kci jk = k =b = c kbk = k =b = ci j #/ vkbvbbbvv i jbbbckckckc bbkui jkci jijk ci jc103b bbkkbbkcui jbbbbbbvvkvk 9vvbbbv k ci jkkbbcbbbbbbbckcİkci jbbci j # & c

5、debdebbkbbb c104 b105 İIBM X346-8840-I05 Web İIBM X346-8840-I05 KJ90NA # %$ -(+ #. 1+ 1 $ # KG9001B11 CW-15 CO KG92014 CO ()KG92012 KJ101-423 ()KJ101-422 KG8005A2 KG90-356 KG4003A3 KG99012 KG40921 GLW1003 2 ()KG9001H2 KBD52 KGU5B1 GFK(A)2 KG92-19 KTC-9020 KGT23486 % 1 I = % 1.* I I = % 1.* I = % 1.*

6、 I I = KLH11 bdei jkc # & kk # & # kk# & k # & k # kc # k # k # & k F = ckbckkbbckkckkc bkb kb kck c bi jkİkkck *& , cİcbcİbbbbbİbb106cİkcİİkİ İci jbbbbkbİkk +$ İkk ,+ ckkc j kkk ckkckkkkkckİcb cc jbck # k kkccb bi j i jbbvbv107i jvi jc bi jv i jv i jv i jcb dei jcb = 7k = 7k = 7k = 7c l l c = 7k =

7、7c c l l 108 i9j i= j i= j i$ +j $ = = $ 9 $ $ ;8 F $ + $ + 9 bbkkckbcb = k=k = kc=k & kk I = bk +) I = c = & c = b & kc = & kcbb bbi jbbci j = 7cb = 7v = 7 bbi jk = 9k +/ B 9 ij kci jkk = 9kkkc109第七节地面建筑一、工业建筑物与构筑物1、概述本工程属扩能矿井工程（9 万 t/a）。地面建（构）筑物包括地面综合材料库、井下水处理站、生产系统及系统等。2、建筑材料本工程所需山砂、毛石、石灰、砖等建筑材料可

8、就地解决，水泥、钢筋、木材及部分型钢等可就近。3、施工水平需具有矿井地面建筑施工资质，且具有多年矿井地面建筑施工经验的施工单位施工。4、根据建筑抗震设计规范GB50011-2001，本工程的所有建（构）筑物均按烈度度设防。5、建（构）筑物的结构型式（1）门卫、坑木加工房、10KV 变电所、综合材料库和机修车间房等地面建筑采用砖混结构，屋、楼面板均为钢筋混凝土结构。（2）250m3 水池采用钢筋砼结构。6、 建（构）筑物基础框架结构的基础均为钢筋混凝土独立基础或桩基础；砖混结构为毛石混凝土；水池为毛石混凝土或混凝土基础。对沉降较敏感的建（构）筑物，基础必须落在基岩上，其它单层建筑和荷载较小的建（

9、构）筑物基础可以落在红粘土或强风化基岩上。工业建（构）筑物总面积（含水池）：2682m2；工业建（构）筑物总体积（含水池）：12738m3；水池总体积：620m3。二、行政、生活福利设施“十分珍惜和合理利用每寸土地，切实保护耕地”的基本国策，加强对110kkbbkbckkbbbbkcbbkcij l l c l l bkkkk111 i=j i= j i= j İbb 10kV bb b b bbkckQRckkcku bi jkkkkci jkkvi jkvbci jkkc bi jbbkci jci jkbbkbkci jkbkkci jkkkkci jbkkbckbci jbbbkkc

10、b112i jkkbci jbci jbkci jkkci jbvkc bi jkkbci jb ;. kkci jkci j 2l l&? kkci jk l I kukkvkkvu )=x = 9k =x =kk ;DkN=x c bbi jukkbkcci jukcvkci juckkc113kkcbcckci juckckci jubvvkci jukkkkcb m = Bk = Bckkkc m jcbbbkc jbc jbkcc jc jkc114ucb bdei jv bdei l jv bdev bbcb bku b b b& b+ b +kkkkc bkkkkckcc bbb

11、ccb bkkQRui jkkvi jkkv115i jkkvi jkvi jkvi jkvi jbbkkkvi jkkvi jkkc bkkkbkkkkc bbbkkbck ckkkvbc bi jbvi jkkc116ucb bdei l jv bdev bdei jcb bubbİbbbbbbbbbbbbbc bubbcb bi jukkkkcubbckbbbkkkuci jukkucci jukucci jukuci jijukk117ci jubbbci jubbbci jubbc bijkdei P jdei jui jbkbbİbbkci jkci jkki jbbbkci jk

12、ci jbbbbkci jbbbkci jkvbbc118i jc bkQkRkkcijd ei jcbbbbİbkbkkkb = = i=jcbcd % ed % ec% kUckkbcdei l jdei jc119 uc b bkci jbkklkk l Gk l GckkkbkkQ.Rck =klk =k =ci jkcubkvkkkckkbkck ;=ci j k = k 9k kc = Acdek c b120 kkk cbbbbbbtc k kbbb ccukkvkckcbbbbbc bkkkkckkcb bi judei P jvi jude vi jude , vi jude

13、i jc bi jde P vi jde P vi jde P vi jude P vi jude P cb b121i jubbbbci jkk +/ B 9 kdei jc = 9ckkkdei jkkc c b i jubbbbbci jZ 2$ / c k122 ! ) ! % + * # $ (& k B 9v k k B 9c T cbbkckckvbkckvkc bi j B 5ckci j B 5kc B 5kkkkc bkvbbkvbkbc bk =kkkkccb b123kkbbkbc bbkc bbkbbkbcb bkui jbbkkkci jkbci jbbkkkkci

14、 jkbkc b124i jZkkcukcukkcbkkkckkbkkckkcbbbvbbbbbckkkkkckkkbckkkc125_vkbckukkbbbvkbci jbbcb b ckcu jbkcc jc jkci jbbbci jbbbbbkci jubbbbbk 7 i jkc126bkkvkkcbkku bi jkbkbkkbci jkkkukvbkbbkci jkbkkkkc bkkk = vkc127ucby z dek = Bk = =:cy z dek = Bk = =:c b kcbbf g “ ”kc dei3 4 jd % ek= % c % k % =k= =w

15、=kkckkkkbkkvbkbv128kbbkcbd % ekkkcbd % ekUkcbbcb % bkccbkkkkQbbRkQbRkkkkkkkkkkkkbbck bi jQRkkkkbci jckck129ci jkci jkkkci jkkckci jbkvkkc bi jkkkci jijk kkbbQRQRkci jkbbbbijckde bkckci jkkcbb bi jbkkci jkkkkckc130i j ckci jbk = kkbbkkc bi jkkkci jkkci jbkcbbbckbkci jkbkc bbf g “”kc dei3 4 jd % ek= %

16、 c % k % =k= =w =kkckkkkbkkvbk131bvkbbkcbkkQRu bkkv bkv bkv bkv bbbkkkv bkkcb% Ukkc bdeQbcRkui jkk = cb & = ci jbbbkkci jbb =ci j = c i j = kci jkk132c bi j j %, kQ%Rckc bkki%1)jc bki%1 jvi%1(jc j b Gkv b Gkv bkv b =vbk = c j bkv bijv bkbv bkibjkkci jbbbbbc j . bkijbv133 Mkk Mc jibbjk vb k = k =c j

17、c jc = b = kck =b = k = kc jk = k kbk = c jkbvbbbvvc jvkkv = kv = kc m ji jk = vi j = vi jbvbkb134bkkcZcb = kkkc cbkcbk k = kcbkk c ;=k =:kkbkdekkkc kkkk c l l c kkk c k c cckk k cQkkkcRkkkc144 l l 145 +* k %2+l =I = , / $ $ $ = 2 2 ! 2+! 9 k = k bbcbkkcb bbkkkkkkkc bc bkckc bbkQkRckbc bkc bkkQkRc b

18、bbkc bc bc bc bbbbc bbbbkkc13bkdei2006 jkkc146 l l c l l 147 )+* k 2 1 ( % 1 1% 1 #1 - / 2 ) # 2 ) 1 # & uc b kui jbbci jkkkci jkkci jQRci jkci jkci jbkc bkkkkc k =kkbc bku = = = = kkcu148i j i =jWi =jW i =jWi =jW i =jvi jbbi =jW i =jW i =jWi =jW i =jW i =jW i =jc P P k i jc bkkkkkkkc P P #A? ; B - , $ $ 31