施工現(xiàn)場(chǎng)臨時(shí)用電專項(xiàng)方案培訓(xùn)資料

1、XX項(xiàng)目(一期) 二期工程施工用電方案 AAAA建設(shè)集團(tuán)有限公司 CHONGQING FIRST CONSTRUCTION GROUP CO.,LTD XX項(xiàng)目目(一期期)二期工程程施工用電電方案AAAAA建設(shè)集集團(tuán)有限限公司XXXXX FIIRSTT COONSTTRUCCTIOON GGROUUP CCO.,LTDD.第 頁(yè) 共 114 頁(yè)AAAA建設(shè)集團(tuán)有限公司 目 錄錄TOC o 1-3 t h z u HYPERLINK l _Toc23189 第一章 編制依依據(jù) PAGEREF _Toc23189 3 HYPERLINK l _Toc3746 第二章 工程概概況 PAGEREF _

2、Toc3746 3 HYPERLINK l _Toc24098 一、 總總體工程程概況 PAGEREF _Toc24098 33 HYPERLINK l _Toc32344 二、 施施工場(chǎng)地地基本概概況 PAGEREF _Toc32344 4 HYPERLINK l _Toc15491 三、 電電源接駁駁點(diǎn)概況況 PAGEREF _Toc15491 4 HYPERLINK l _Toc1224 第三章 施工部部署 PAGEREF _Toc1224 4 HYPERLINK l _Toc17943 一、 總總體目標(biāo)標(biāo) PAGEREF _Toc17943 4 HYPERLINK l _Toc3200

3、 二、 現(xiàn)現(xiàn)場(chǎng)臨時(shí)時(shí)用電部部署：三三級(jí)配電電二級(jí)保保護(hù) PAGEREF _Toc3200 4 HYPERLINK l _Toc20536 三、 組組織機(jī)構(gòu)構(gòu) PAGEREF _Toc20536 5 HYPERLINK l _Toc24170 四、 技技術(shù)準(zhǔn)備備 PAGEREF _Toc24170 7 HYPERLINK l _Toc3379 五、 勞勞動(dòng)力準(zhǔn)準(zhǔn)備 PAGEREF _Toc3379 8 HYPERLINK l _Toc1129 六、 機(jī)機(jī)具準(zhǔn)備備 PAGEREF _Toc1129 8 HYPERLINK l _Toc9479 七、 材材料準(zhǔn)備備 PAGEREF _Toc9479

4、9 HYPERLINK l _Toc15770 第四章 臨時(shí)用用電布置置說明 PAGEREF _Toc15770 99 HYPERLINK l _Toc7439 一、 參參數(shù)設(shè)置置 PAGEREF _Toc7439 10 HYPERLINK l _Toc31188 二、 臨臨電初步步設(shè)計(jì)原原則 PAGEREF _Toc31188 188 HYPERLINK l _Toc19971 第五章 臨時(shí)用用電計(jì)算算 PAGEREF _Toc19971 18 HYPERLINK l _Toc15920 一、 用用電負(fù)荷荷計(jì)算 PAGEREF _Toc15920 118 HYPERLINK l _Toc25

5、327 二、 導(dǎo)導(dǎo)線及開開關(guān)箱內(nèi)內(nèi)電氣設(shè)設(shè)備選擇擇 PAGEREF _Toc25327 50 HYPERLINK l _Toc8842 三、 一一級(jí)配電電柜的進(jìn)進(jìn)線、開開關(guān)箱內(nèi)內(nèi)電氣設(shè)設(shè)備選擇擇 PAGEREF _Toc8842 80 HYPERLINK l _Toc28958 第六章 繪制臨臨時(shí)供電電施工圖圖 PAGEREF _Toc28958 81 HYPERLINK l _Toc30720 一、 一一級(jí)配電電柜系統(tǒng)統(tǒng)圖 PAGEREF _Toc30720 833 HYPERLINK l _Toc28051 二、 二二級(jí)配電電箱供電電系統(tǒng)圖圖 PAGEREF _Toc28051 83 HY

6、PERLINK l _Toc20882 第七章 安全用用電技術(shù)術(shù)措施 PAGEREF _Toc20882 886 HYPERLINK l _Toc20892 一、 安安全用電電技術(shù)措措施 PAGEREF _Toc20892 866 HYPERLINK l _Toc7902 二、 安安全用電電組織措措施 PAGEREF _Toc7902 999 HYPERLINK l _Toc6825 第八章 安全用用電防火火措施 PAGEREF _Toc6825 1100 HYPERLINK l _Toc22912 一、 施施工現(xiàn)場(chǎng)場(chǎng)發(fā)生火火災(zāi)的主主要原因因 PAGEREF _Toc22912 1011 HY

7、PERLINK l _Toc12162 二、 預(yù)預(yù)防電氣氣火災(zāi)的的措施 PAGEREF _Toc12162 1102 HYPERLINK l _Toc14937 三、 防防雷裝置置設(shè)計(jì) PAGEREF _Toc14937 1104 HYPERLINK l _Toc26093 第九章 接地裝裝置設(shè)計(jì)計(jì) PAGEREF _Toc26093 1044 HYPERLINK l _Toc26327 第十章 施工用用電總承承包管理理 PAGEREF _Toc26327 1055 HYPERLINK l _Toc24922 一、 管管理流程程 PAGEREF _Toc24922 1066 HYPERLINK

8、 l _Toc8569 二、 管管理要點(diǎn)點(diǎn) PAGEREF _Toc8569 1066 HYPERLINK l _Toc7128 三、 施施工現(xiàn)場(chǎng)場(chǎng)臨時(shí)用用資料管管理 PAGEREF _Toc7128 1008 HYPERLINK l _Toc24440 四、 停停電事故故預(yù)防措措施 PAGEREF _Toc24440 1110 HYPERLINK l _Toc5011 第十一章章 應(yīng)急急措施及及救援預(yù)預(yù)案 PAGEREF _Toc5011 1111 HYPERLINK l _Toc29888 第十二章章 施工工用電總總平面布布置 PAGEREF _Toc29888 1114編制依據(jù)據(jù)序號(hào)名稱

9、編號(hào)1建筑電電氣工程程施工施施質(zhì)量驗(yàn)驗(yàn)收規(guī)范范GB5003033-200152建筑施施工現(xiàn)場(chǎng)場(chǎng)供用電電安全規(guī)規(guī)范GB5001944201143施工現(xiàn)現(xiàn)場(chǎng)臨時(shí)時(shí)用電安安全技術(shù)術(shù)規(guī)范JGJ446200054建筑施施工安全全檢查標(biāo)標(biāo)準(zhǔn)JGJ559-2201115建筑施施工現(xiàn)場(chǎng)場(chǎng)臨時(shí)建建筑物技技術(shù)規(guī)范范JGJ/T1888-2200996建筑工工程施工工現(xiàn)場(chǎng)消消防安全全技術(shù)規(guī)規(guī)范GB5007200-200117低壓配配電設(shè)計(jì)計(jì)規(guī)范GB5000544-200118通用用用電設(shè)備備配電設(shè)設(shè)計(jì)規(guī)范范GB5000555-200119供配電電系統(tǒng)設(shè)設(shè)計(jì)規(guī)范范GB5000522-2000910環(huán)境與職職業(yè)健康康安全

10、體體系11本工程施施工圖12本工程施施工組織織設(shè)計(jì)工程概況況總體工程程概況工程名稱稱地理位置置建設(shè)單位位設(shè)計(jì)單位位勘察單位位監(jiān)理單位位本項(xiàng)目為為二期四四棟雙層層倉(cāng)庫(kù)，其其中，33號(hào)庫(kù)房房223306.02mm2,44號(hào)庫(kù)房房234455.28 m2 ，5號(hào)號(hào)庫(kù)房2233882.110 mm2，66號(hào)庫(kù)房房240066.46 m2，倉(cāng)倉(cāng)庫(kù)為錘錘擊樁、承臺(tái)基基礎(chǔ)，一一、二層層為框架架結(jié)構(gòu)，屋屋面及墻墻面等維維護(hù)結(jié)構(gòu)構(gòu)為輕鋼鋼結(jié)構(gòu)。局部區(qū)區(qū)域設(shè)置置有辦公公及設(shè)備備夾層。一層倉(cāng)倉(cāng)庫(kù)結(jié)構(gòu)構(gòu)層高為為11.00mm，二層層倉(cāng)庫(kù)結(jié)結(jié)構(gòu)層高高為100.000m。施工場(chǎng)地地基本概概況為滿足施施工進(jìn)度度及運(yùn)輸輸要求

11、，每每一個(gè)庫(kù)庫(kù)準(zhǔn)備投投入2臺(tái)臺(tái)QTZZ60113塔吊吊，一共共8臺(tái)塔塔吊。以以及其他他加工設(shè)設(shè)備（見見設(shè)備及及功率明明細(xì)表）?，F(xiàn)場(chǎng)布布置8個(gè)個(gè)鋼筋加加工車間間和2個(gè)個(gè)木工加加工車間間，每22棟倉(cāng)庫(kù)庫(kù)統(tǒng)一設(shè)設(shè)置一個(gè)個(gè)一級(jí)配配電柜。電源接駁駁點(diǎn)概況況本工程電電源接駁駁點(diǎn)分別別位于場(chǎng)場(chǎng)地南側(cè)側(cè)七庫(kù)外外側(cè)的8800KKVA的的配電房房，現(xiàn)場(chǎng)場(chǎng)可提供供本工程程臨時(shí)用用電量容容量為8800KKVA。本工程按按項(xiàng)目總總的進(jìn)度度計(jì)劃結(jié)結(jié)合本方方案第五五章第一一條第77點(diǎn)和第第14點(diǎn)點(diǎn)和177點(diǎn)計(jì)算算結(jié)果，到到最高峰峰時(shí)的用用電量為為4977.588KVAA，滿足足施工需需求。本工程采采用三級(jí)級(jí)配電，從從總配電

12、電室到各各一級(jí)配配電柜，一一級(jí)配電電柜到各各二級(jí)配配電箱，各各庫(kù)二及及配電箱箱至各用用電點(diǎn)三三級(jí)開關(guān)關(guān)箱。施工部署署總體目標(biāo)標(biāo)質(zhì)量目標(biāo)標(biāo)：合格格，一次次驗(yàn)收合合格率1100%。安全目標(biāo)標(biāo)：堅(jiān)持持“安全第第一、預(yù)預(yù)防為主主”的工作作方針，確確保無(wú)重重大工傷傷事故，輕輕傷頻率率控制在在4以內(nèi)?，F(xiàn)場(chǎng)臨時(shí)時(shí)用電部部署：三三級(jí)配電電二級(jí)保保護(hù)現(xiàn)場(chǎng)在變變壓器旁旁設(shè)置總總配電室室各一級(jí)級(jí)配電柜柜各棟分分別設(shè)置置3個(gè)二二級(jí)配電電箱各設(shè)備備專用插插座箱、照明專專用箱為為三級(jí)箱箱；本工工程分期期建設(shè)：一期有有1號(hào)、2號(hào)庫(kù)庫(kù)區(qū)及配配套用房房；二期期有3號(hào)號(hào)、4號(hào)號(hào)、5號(hào)號(hào)、6號(hào)號(hào)四棟庫(kù)庫(kù)區(qū)及配配套用房房，本方方案為

13、二二期施工工用電方方案。在在3號(hào)庫(kù)庫(kù)、4號(hào)號(hào)庫(kù)之間間設(shè)置11#一級(jí)級(jí)配電柜柜、5號(hào)號(hào)庫(kù)、66號(hào)庫(kù)之之間設(shè)置置2#一一級(jí)配電電柜、辦辦公區(qū)和和生活區(qū)區(qū)設(shè)置專專用3#一級(jí)配配電柜。根據(jù)總總進(jìn)度計(jì)計(jì)劃安排排，每棟棟庫(kù)房之之間開始始施工的的時(shí)間順順序相差差十天；一套基基礎(chǔ)錘擊擊樁所使使用的設(shè)設(shè)備需用用70KKW，按按三套設(shè)設(shè)備同時(shí)時(shí)施工共共有2110KWW,錘擊擊樁設(shè)備備施工的的時(shí)候，其其他如鋼鋼筋、模模板加工工設(shè)備還還沒有投投入使用用，塔吊吊也沒有有完全投投入使用用，并且且三套錘錘擊樁的的負(fù)荷小小于基礎(chǔ)礎(chǔ)主體施施工階段段用電設(shè)設(shè)備的負(fù)負(fù)荷，所所以在施施工臨時(shí)時(shí)用電負(fù)負(fù)荷計(jì)算算的時(shí)候候，不考考慮錘擊擊

14、設(shè)備的的用電負(fù)負(fù)荷。主主體施工工階段及及裝飾裝裝修期間間用電高高峰是塔塔吊、鋼鋼筋加工工、模板板加工設(shè)設(shè)備同時(shí)時(shí)使用的的階段，所所以最大大負(fù)荷主主要考慮慮各樓層層施工機(jī)機(jī)具、照照明、模模板加工工，塔吊吊運(yùn)轉(zhuǎn)及及鋼筋加加工的用用電。擬擬從配電電房設(shè)置置一個(gè)主主線路到到總配電電室；33號(hào)4號(hào)號(hào)庫(kù)共用用1#一一級(jí)配電電柜，55號(hào)6號(hào)號(hào)庫(kù)共用用2#一一級(jí)配電電柜、辦辦公區(qū)和和生活區(qū)區(qū)共用33#一級(jí)級(jí)配電柜柜；各一一級(jí)配電電柜分別別設(shè)置44條線路路至固定定二級(jí)配配電箱（鋼鋼筋加工工場(chǎng)地配配電箱和和塔吊配配電箱）和和2條線線路至各各棟物流流庫(kù)樓層層的移動(dòng)動(dòng)二級(jí)配配電箱（樓樓層用電電配電箱箱）。從從二級(jí)箱箱

15、引出線線至三級(jí)級(jí)箱及專專用設(shè)備備控制箱箱，實(shí)現(xiàn)現(xiàn)一機(jī)一一閘一漏漏。組織機(jī)構(gòu)構(gòu)項(xiàng)目成立立項(xiàng)目施施工用電電總承包包管理機(jī)機(jī)構(gòu)，管管理機(jī)構(gòu)構(gòu)如下：圖略組長(zhǎng)：副組長(zhǎng)：組員：組長(zhǎng)XXX負(fù)責(zé)整整個(gè)項(xiàng)目目施工用用電的方方案審核核、施工工及管理理工作；副組長(zhǎng)項(xiàng)項(xiàng)目技術(shù)術(shù)負(fù)責(zé)人人XX負(fù)責(zé)責(zé)施工用用電方案案的編制制及方案案流程報(bào)報(bào)審，各各分包單單位用電電方案的的審核，并并對(duì)方案案進(jìn)行交交底和技技術(shù)核定定；各組員XXX負(fù)責(zé)責(zé)整個(gè)施施工現(xiàn)場(chǎng)場(chǎng)施工用用電的施施工、檢檢查及施施工用電電總承包包管理；XX主要要根據(jù)方方案編制制要求及及現(xiàn)場(chǎng)實(shí)實(shí)際情況況對(duì)施工工用電布布置進(jìn)行行指導(dǎo)及及檢查，中中期主要要對(duì)項(xiàng)目目設(shè)備施施工用電電

16、進(jìn)行維維護(hù)及管管理，后后期主要要進(jìn)行施施工用電電總承包包管理。XX負(fù)責(zé)責(zé)施工用用電材料料的采購(gòu)購(gòu)；XXX負(fù)責(zé)施施工用電電的施工工及管理理；質(zhì)檢檢員負(fù)責(zé)責(zé)對(duì)現(xiàn)場(chǎng)場(chǎng)施工用用電質(zhì)量量進(jìn)行監(jiān)監(jiān)督管理理并進(jìn)行行相關(guān)報(bào)報(bào)驗(yàn)工作作安全總總監(jiān)、安安全員主主要負(fù)責(zé)責(zé)施工用用電的安安全管理理；同時(shí)施工工用電總總承包管管理機(jī)構(gòu)構(gòu)各成員員均需對(duì)對(duì)施工用用電的安安全進(jìn)行行管理。技術(shù)準(zhǔn)備備組織各崗崗位管理理人員學(xué)學(xué)習(xí)有關(guān)關(guān)法律、法規(guī)、規(guī)范、圖紙，經(jīng)經(jīng)考核合合格后持持證上崗崗，杜絕絕無(wú)證上上崗現(xiàn)象象。召開現(xiàn)場(chǎng)場(chǎng)技術(shù)交交底會(huì)議議，就現(xiàn)現(xiàn)場(chǎng)臨電電工程施施工技術(shù)術(shù)要求對(duì)對(duì)現(xiàn)場(chǎng)機(jī)機(jī)管員、電工、操作工工人進(jìn)行行交底，使使其施工工前作

17、好好充分準(zhǔn)準(zhǔn)備。對(duì)勞務(wù)隊(duì)隊(duì)伍全體體人員進(jìn)進(jìn)行進(jìn)場(chǎng)場(chǎng)前安全全文明施施工教育育及管理理宣傳。對(duì)特殊工工作作業(yè)業(yè)人員去去專業(yè)的的機(jī)構(gòu)培培訓(xùn)，考考核合格格取證后后方可上上崗。施工作業(yè)業(yè)人員入入場(chǎng)教育育施工用電電作業(yè)人人員先必必須經(jīng)過過項(xiàng)目安安全員、主管工工長(zhǎng)、機(jī)機(jī)管員、勞資員員及保衛(wèi)衛(wèi)組織的的項(xiàng)目安安全常識(shí)識(shí)系統(tǒng)教教育，并并建立相相應(yīng)的檔檔案資料料。施工用電電作業(yè)人人員分配配到工作作面后，應(yīng)應(yīng)由項(xiàng)目目機(jī)管員員結(jié)合工工程的具具體情況況及特點(diǎn)點(diǎn)作專項(xiàng)項(xiàng)技術(shù)交交底。并并形成相相應(yīng)記錄錄。針對(duì)施工工過程中中階段性性出現(xiàn)的的具有的的特定性性的安全全問題及及隱患，機(jī)機(jī)管員必必須現(xiàn)場(chǎng)場(chǎng)作針對(duì)對(duì)性交底底，并形形成相關(guān)

18、關(guān)記錄。勞動(dòng)力準(zhǔn)準(zhǔn)備據(jù)施工時(shí)時(shí)間的劃劃分，選選定一支支勞務(wù)分分包單位位進(jìn)行施施工用電電施工，每每支勞務(wù)務(wù)隊(duì)伍必必須配置置專業(yè)電電工且必必須持證證上崗。序號(hào)工種人數(shù)備注1管理人員員102電工63普工12機(jī)具準(zhǔn)備備序號(hào)設(shè)備名稱稱單位數(shù)量備注1穿線器套1用于電纜纜管內(nèi)穿穿線2電工工具具套6用于電纜纜的搭接接3壓接鉗套1用于電纜纜頭壓接接材料準(zhǔn)備備名稱單位數(shù)量型號(hào)備注總配電室室個(gè)1變壓器開開關(guān)柜出出至項(xiàng)目目總配電電室的配配電箱一級(jí)配電電柜個(gè)3二期施工工總配電電箱固定二級(jí)級(jí)配電柜柜個(gè)14為每個(gè)庫(kù)庫(kù)區(qū)和辦辦公生活活區(qū)移動(dòng)三級(jí)級(jí)配電箱箱及設(shè)備備專用箱箱個(gè)4用于樓層層配電，每每棟配置置一個(gè)每每臺(tái)設(shè)備備及生活活

19、區(qū)、辦辦公區(qū)每每棟樓配配置一個(gè)個(gè)開關(guān)箱箱鋁芯絕緣緣電纜m13800mVLV33*1550mmm+2*70mmm電纜鋁芯絕緣緣電纜m420mmVLV33*700mm+2*35mmm電纜鋁芯絕緣緣電纜m22200mVLV33*500mm+2*25mmm電纜鋁芯絕緣緣電纜m800mmVLV33*255mm+2*16mmm電纜臨時(shí)用電電布置說說明 本施工工現(xiàn)場(chǎng)臨臨時(shí)用電電施工組組織設(shè)計(jì)計(jì)通過計(jì)計(jì)算選擇擇合理導(dǎo)導(dǎo)線截面面積，電電器設(shè)備備及控制制方式，既既能滿足足現(xiàn)場(chǎng)施施工用電電需要，又又能保障障現(xiàn)場(chǎng)安安全用電電的要求求，做到到節(jié)能、方便，規(guī)規(guī)范、標(biāo)標(biāo)準(zhǔn)。 根據(jù)施施工現(xiàn)場(chǎng)場(chǎng)用電設(shè)設(shè)施布置置情況，從從配電室

20、室至一級(jí)級(jí)配電柜柜施工區(qū)區(qū)域電纜纜采用穿穿管暗埋埋方式。電纜線線從項(xiàng)目目總配電電室引入入一級(jí)配配電柜，由由一級(jí)配配電柜再再分別設(shè)設(shè)置回路路至二級(jí)級(jí)配電箱箱，由二二級(jí)配電電箱供至至各機(jī)械械設(shè)備開開關(guān)箱等等，應(yīng)當(dāng)當(dāng)配電合合理，互互不干擾擾防止因因電氣故故障影響響施工。一級(jí)配配電柜與與二級(jí)配配電箱之之間電纜纜場(chǎng)地情情況選擇擇穿管埋埋設(shè)方式式。二級(jí)級(jí)配電箱箱與用電電設(shè)備之之間電線線選擇架架空敷設(shè)設(shè)。埋設(shè)和和架空敷敷設(shè)方式式和注意意事項(xiàng)詳詳見本方方案第七七章相關(guān)關(guān)要求。參數(shù)設(shè)置置1.一級(jí)級(jí)配電柜柜參數(shù)（1）11#一級(jí)級(jí)配電柜柜參數(shù)用電接駁駁方式由總配電電室接入入一級(jí)配電電柜編號(hào)號(hào)1#一級(jí)級(jí)配電柜柜一級(jí)配

21、電電柜距接接駁點(diǎn)布布線距離離Lo(m)20一級(jí)配電電柜的同同期使用用系數(shù)KKx0.8分配電箱箱數(shù)量6導(dǎo)線線芯芯材料鋁線一級(jí)配電電柜進(jìn)線線敷設(shè)方方式埋地暗敷敷二級(jí)配電電箱進(jìn)線線敷設(shè)方方式埋地暗敷敷設(shè)備電線線敷設(shè)方方式埋地暗敷敷/架空空線路干線允許許電壓降降%5（2）22#一級(jí)級(jí)配電柜柜參數(shù)用電接駁駁方式由總配電電室接入入一級(jí)配電電柜編號(hào)號(hào)2#一級(jí)級(jí)配電柜柜一級(jí)配電電柜距接接駁點(diǎn)布布線距離離Lo(m)20一級(jí)配電電柜的同同期使用用系數(shù)KKx0.8分配電箱箱數(shù)量6導(dǎo)線線芯芯材料鋁線一級(jí)配電電柜進(jìn)線線敷設(shè)方方式埋地暗敷敷二級(jí)配電電箱進(jìn)線線敷設(shè)方方式埋地暗敷敷設(shè)備電線線敷設(shè)方方式埋地暗敷敷/架空空線路干

22、線允許許電壓降降%5（3）33#一級(jí)級(jí)配電柜柜參數(shù)用電接駁駁方式由總配電電室接入入一級(jí)配電電柜編號(hào)號(hào)3#一級(jí)級(jí)配電柜柜一級(jí)配電電柜距接接駁點(diǎn)布布線距離離Lo(m)20一級(jí)配電電柜的同同期使用用系數(shù)KKx0.8分配電箱箱數(shù)量2導(dǎo)線線芯芯材料鋁線一級(jí)配電電柜進(jìn)線線敷設(shè)方方式埋地暗敷敷二級(jí)配電電箱進(jìn)線線敷設(shè)方方式埋地暗敷敷設(shè)備電線線敷設(shè)方方式埋地暗敷敷/架空空線路干線允許許電壓降降%102.供電電系統(tǒng)設(shè)設(shè)置總箱編號(hào)號(hào)干線名稱分配電箱箱編號(hào)安裝部位位同期使用用系數(shù)KKx（mm）功率因素素Coss分箱到一一級(jí)配電電箱布線線距離1#一級(jí)級(jí)配電柜柜1號(hào)干線線3-1號(hào)號(hào)二級(jí)配電電箱3#物流流庫(kù)塔吊吊0.70.

23、75570m2號(hào)干線線3-2號(hào)號(hào)二級(jí)配電電箱3#物流流庫(kù)鋼筋筋、木工工加工區(qū)區(qū)0.70.755150mm3號(hào)干線線3-3號(hào)號(hào)二級(jí)配電電箱3#物流流庫(kù)樓層層0.70.755120mm4號(hào)干線線4-1號(hào)號(hào)二級(jí)配電電箱4#物流流庫(kù)塔吊吊0.70.75570m5號(hào)干線線4-2號(hào)號(hào)二級(jí)配電電箱4#物流流庫(kù)鋼筋筋、木工工加工區(qū)區(qū)0.70.755150mm6號(hào)干線線4-3號(hào)號(hào)二級(jí)配電電箱4#物流流庫(kù)樓層層0.70.755120mm2#一級(jí)級(jí)配電柜柜7號(hào)干線線5-1號(hào)號(hào)二級(jí)配電電箱5#物流流庫(kù)塔吊吊0.70.75570m8號(hào)干線線5-2號(hào)號(hào)二級(jí)配電電箱5#物流流庫(kù)鋼筋筋、木工工加工區(qū)區(qū)0.70.755150m

24、m9號(hào)干線線5-3號(hào)號(hào)二級(jí)配電電箱5#物流流庫(kù)樓層層0.70.755120mm10號(hào)干干線6-1號(hào)號(hào)二級(jí)配電電箱6#物流流庫(kù)塔吊吊0.70.75570m11號(hào)干干線6-2號(hào)號(hào)二級(jí)配電電箱6#物流流庫(kù)鋼筋筋、木工工加工區(qū)區(qū)0.70.755150mm12號(hào)干干線6-3號(hào)號(hào)二級(jí)配電電箱6#物流流庫(kù)樓層層0.70.755120mm3#一級(jí)級(jí)配電柜柜13號(hào)干干線7號(hào)二級(jí)級(jí)配電箱箱辦公區(qū)14號(hào)干干線8號(hào)二級(jí)級(jí)配電箱箱生活區(qū)3.用電電設(shè)備參參數(shù)（1）11#一級(jí)級(jí)配電柜柜用電設(shè)設(shè)備參數(shù)數(shù)（2）22#一級(jí)級(jí)配電柜柜用電設(shè)設(shè)備參數(shù)數(shù)（3）33#一級(jí)級(jí)配電柜柜用電設(shè)設(shè)備參數(shù)數(shù)4.臨電電設(shè)備配配置參數(shù)數(shù)（1）11#一

25、級(jí)級(jí)配電柜柜各分箱箱用電設(shè)設(shè)備配置置參數(shù)（2）22#一級(jí)級(jí)配電柜柜各分箱箱用電設(shè)設(shè)備配置置參數(shù)（3）33#一級(jí)級(jí)配電柜柜各分箱箱用電設(shè)設(shè)備配置置參數(shù)臨電初步步設(shè)計(jì)原原則施工現(xiàn)現(xiàn)場(chǎng)臨時(shí)時(shí)用電安安全技術(shù)術(shù)規(guī)范（JGJ46-2005）總則中以強(qiáng)制性條文規(guī)定，施工現(xiàn)場(chǎng)必須采用三級(jí)配電系統(tǒng)、必須采用TN-S接零保護(hù)系統(tǒng)?，F(xiàn)場(chǎng)采用用3800V低壓壓供電，設(shè)設(shè)一配電電1#一一級(jí)配電電柜，采采用TNN-S系系統(tǒng)供電電。布置位置置及線路路走向參參見臨時(shí)時(shí)配電系系統(tǒng)圖，采采用三級(jí)級(jí)配電，三三級(jí)防護(hù)護(hù)。按照J(rèn)GGJ466-20005規(guī)規(guī)定制定定施工組組織設(shè)計(jì)計(jì)，接地地電阻RR4。按照J(rèn)GGJ466-20005規(guī)規(guī)定

26、若為為架空線線路則“根據(jù)機(jī)機(jī)械強(qiáng)度度要求，絕絕緣銅線線截面不不小于110mmm2，絕絕緣鋁線線截面不不小于116mmm2”。臨時(shí)用電電計(jì)算用電負(fù)荷荷計(jì)算1、3-1號(hào)二二級(jí)配電電箱設(shè)備備用電負(fù)負(fù)荷(1)11#塔式式起重機(jī)機(jī)Kx = 0.7，CCos = 0.665，ttg = (1 - Coos2)0.55/ CCos = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 332.880 (00.400 / 0.225)0.55 = 41.49kkWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.70 4

27、41.449 10000 / (1.7732 3380 00.655) = 677.899APjs = KKx Pee = 0.770 411.499 = 29.04kkWQjs = PPjs ttg = 229.004 1.17 = 333.995kvvA(2)22#塔式式起重機(jī)機(jī)Kx = 0.7，CCos = 0.665，ttg = (1 - CCos2)0.5/ Coss = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 332.880 (00.400 / 0.225)0.55 = 41.49kkWIj1 = KKx

28、Pee / (1.7322 Ue ccos) = 0.70 441.449 10000 / (1.7732 3380 00.655) = 677.899APjs = KKx Pee = 0.770 411.499 = 29.04kkWQjs = PPjs ttg = 229.004 1.17 = 333.995kvvA(3)LLED泛泛光燈照照明Kx = 0.6，CCos = 0.66，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.62)0.55 / 0.66 = 1.333Pe = n PP (ee/)0.5 = 2.00 00.400 (0.40 / 00.40

29、0)00.5 = 00.800kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.60 00.800 10000 / (11.7332 3880 0.60) = 1.222APjs = KKx Pee = 0.660 0.80 = 00.488kWQjs = PPjs ttg = 00.488 1.333 = 0.64kkvA(4)塔塔吊臂燈燈Kx = 0.6，CCos = 0.99，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.92)0.55 / 0.99 = 0.448Pe = n PP (ee/)0.5 = 8.00 11.000 (

30、0.40 / 00.400)00.5 = 88.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.60 88.000 10000 / (11.7332 3880 0.90) = 8.110APjs = KKx Pee = 0.660 8.00 = 44.800kWQjs = PPjs ttg = 44.800 0.448 = 2.32kkvA(5)33-1號(hào)號(hào)二級(jí)配配電箱計(jì)計(jì)算負(fù)荷荷用電設(shè)備備同期使使用系數(shù)數(shù)Kx=0.770；Ijs = KKx Pee / (1.7322 Ue CCos) = 0.70 991.778 10000 / (1.7732 3380

31、 00.755) = 1330.115A；同時(shí)要求求分箱用用電負(fù)荷荷不得小小于分箱箱下用電電設(shè)備最最大計(jì)算算負(fù)荷的的1.11倍，故故：Ijs = mmax1300.155,1.1maxx(677.899,677.899,1.22,8.110,) = 1330.115A2、3-2號(hào)二二級(jí)配電電箱設(shè)備備用電負(fù)負(fù)荷(1)鋼鋼筋切斷斷機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - Coos2)0.55/ CCos = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 22.200 (0.40 / 00.400)00.

32、5 = 22.200kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.20 22.200 10000 / (11.7332 3880 0.65) = 1.003APjs = KKx Pee = 0.220 2.20 = 00.444kWQjs = PPjs ttg = 00.444 1.117 = 0.51kkvA(2)鋼鋼筋彎曲曲機(jī)Kx = 0.65，CCos = 0.77，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.72)0.55 / 0.77 = 1.002Pe = n PP (ee/)0.5 = 2.00 33.000 (0.4

33、0 / 00.400)00.5 = 66.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.65 66.000 10000 / (11.7332 3880 0.70) = 8.447APjs = KKx Pee = 0.665 6.00 = 33.900kWQjs = PPjs ttg = 33.900 1.002 = 3.98kkvA(3)鋼鋼筋套絲絲機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - CCos2)0.5/ Coss = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 =

34、1.00 44.000 (0.40 / 00.400)00.5 = 44.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.20 44.000 10000 / (11.7332 3880 0.65) = 1.887APjs = KKx Pee = 0.220 4.00 = 00.800kWQjs = PPjs ttg = 00.800 1.117 = 0.94kkvA(4)鋼鋼筋箍筋筋彎曲機(jī)機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - CCos2)0.5/ Coss = (1 - 00.6552)0.5 / 0.65 = 11.177Pe

35、 = n PP (ee/)0.5 = 1.00 33.000 (0.40 / 00.400)00.5 = 33.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.20 33.000 10000 / (11.7332 3880 0.65) = 1.440APjs = KKx Pee = 0.220 3.00 = 00.600kWQjs = PPjs ttg = 00.600 1.117 = 0.70kkvA(5)數(shù)數(shù)控鋼筋筋調(diào)直切切斷機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - Coos2)0.55/ CCos = (1 - 00.6552

36、)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 33.000 (0.40 / 00.400)00.5 = 33.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.20 33.000 10000 / (11.7332 3880 0.65) = 1.440APjs = KKx Pee = 0.220 3.00 = 00.600kWQjs = PPjs ttg = 00.600 1.117 = 0.70kkvA(6)電電動(dòng)切割割機(jī)Kx = 0.3，CCos = 0.445，ttg = (1 - CCos2)0.5/ Cos

37、s = (1 - 00.4552)0.5 / 0.45 = 11.988Pe = n PP (ee/)0.5 = 1.00 11.800 (0.40 / 00.400)00.5 = 11.800kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.30 11.800 10000 / (11.7332 3880 0.45) = 1.882APjs = KKx Pee = 0.330 1.80 = 00.544kWQjs = PPjs ttg = 00.544 1.998 = 1.07kkvA(7)木木工圓鋸鋸Kx = 0.65，CCos = 0.66，tgg = (1 -

38、 CCos2)0.5/ Coss = (1 - 00.62)0.55 / 0.66 = 1.333Pe = n PP (ee/)0.5 = 1.00 11.500 (0.40 / 00.400)00.5 = 11.500kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.65 11.500 10000 / (11.7332 3880 0.60) = 2.447APjs = KKx Pee = 0.665 1.50 = 00.988kWQjs = PPjs ttg = 00.988 1.333 = 1.30kkvA(8)木木工平刨刨床Kx = 0.65，CCos = 0

39、.66，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.62)0.55 / 0.66 = 1.333Pe = n PP (ee/)0.5 = 1.00 33.000 (0.40 / 00.400)00.5 = 33.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.65 33.000 10000 / (11.7332 3880 0.60) = 4.994APjs = KKx Pee = 0.665 3.00 = 11.955kWQjs = PPjs ttg = 11.955 1.333 = 2.60kkvA(9)LLED泛泛光燈照照明

40、Kx = 0.3，CCos = 0.77，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.72)0.55 / 0.77 = 1.002Pe = n PP (ee/)0.5 = 1.00 00.300 (0.50 / 00.500)00.5 = 00.300kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.30 00.300 10000 / (11.7332 3880 0.70) = 0.220APjs = KKx Pee = 0.330 0.30 = 00.099kWQjs = PPjs ttg = 00.099 1.002 = 0.09k

41、kvA(10)3-22號(hào)二級(jí)級(jí)配電箱箱計(jì)算負(fù)負(fù)荷用電設(shè)備備同期使使用系數(shù)數(shù)Kx=0.770；Ijs = KKx Pee / (1.7322 Ue CCos) = 0.70 224.880 10000 / (1.7732 3380 00.755) = 355.177A；同時(shí)要求求分箱用用電負(fù)荷荷不得小小于分箱箱下用電電設(shè)備最最大計(jì)算算負(fù)荷的的1.11倍，故故：Ijs = mmax35.17,1.11maxx(1.03,8.447,11.877,1.40,1.440,11.822,2.47,4.994,00.200,) = 35.17AA3、3-3號(hào)二二級(jí)配電電箱設(shè)備備用電負(fù)負(fù)荷(1)插插入式振振

42、動(dòng)器Kx = 0.3，CCos = 0.77，tgg = (11 - Coss22)00.5/ Coos = (1 - 0.722)00.5 / 00.7 = 11.022Pe = n PP (ee/)0.5 = 4.00 11.100 (0.40 / 00.400)00.5 = 44.400kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.30 44.400 10000 / (11.7332 3880 0.70) = 2.887APjs = KKx Pee = 0.330 4.40 = 11.322kWQjs = PPjs ttg = 11.322 1.002 =

43、 1.35kkvA(2)直直流電焊焊機(jī)Kx = 0.3，CCos = 0.66，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.62)0.55 / 0.66 = 1.333Pe = n PP (ee/)0.5 = 4.00 110.000 (00.500 / 1.000)0.55 = 28.28kkWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.30 228.228 10000 / (1.7732 3380 00.600) = 211.499APjs = KKx Pee = 0.330 288.288 = 8.449kWWQjs = PPj

44、s ttg = 88.499 1.333 = 111.311kvAA(3)沖沖擊錘鉆鉆Kx = 0.2，CCos = 0.77，tgg = (11 - Coss22)00.5/ Coos = (1 - 0.722)00.5 / 00.7 = 11.022Pe = n PP (ee/)0.5 = 6.00 11.000 (0.40 / 00.400)00.5 = 66.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.20 66.000 10000 / (11.7332 3880 0.70) = 2.660APjs = KKx Pee = 0.220 6.00

45、= 11.200kWQjs = PPjs ttg = 11.200 1.002 = 1.22kkvA(4)樓樓層各種種照明Kx = 0.3，CCos = 0.77，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.72)0.55 / 0.77 = 1.002Pe = n PP (ee/)0.5 = 1.00 110.000 (00.400 / 0.550)0.55 = 8.994kWWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.30 88.944 10000 / (11.7332 3880 0.70) = 5.882APjs = KKx P

46、ee = 0.330 8.94 = 22.688kWQjs = PPjs ttg = 22.688 1.002 = 2.74kkvA(5)33-3號(hào)號(hào)二級(jí)配配電箱計(jì)計(jì)算負(fù)荷荷用電設(shè)備備同期使使用系數(shù)數(shù)Kx=0.770；Ijs = KKx Pee / (1.7322 Ue CCos) = 0.70 447.663 10000 / (1.7732 3380 00.755) = 677.544A；同時(shí)要求求分箱用用電負(fù)荷荷不得小小于分箱箱下用電電設(shè)備最最大計(jì)算算負(fù)荷的的1.11倍，故故：Ijs = mmax67.54,1.11maxx(2.87,21.49,2.660,55.822,) = 67.5

47、4AA4、4-1號(hào)二二級(jí)配電電箱設(shè)備備用電負(fù)負(fù)荷(1)33#塔式式起重機(jī)機(jī)Kx = 0.7，CCos = 0.665，ttg = (1 - Coos2)0.55/ CCos = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 332.880 (00.400 / 0.225)0.55 = 41.49kkWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.70 441.449 10000 / (1.7732 3380 00.655) = 677.899APjs = KKx Pee = 0.770 411.4

48、99 = 29.04kkWQjs = PPjs ttg = 229.004 1.17 = 333.995kvvA(2)44#塔式式起重機(jī)機(jī)Kx = 0.7，CCos = 0.665，ttg = (1 - CCos2)0.5/ Coss = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 332.880 (00.400 / 0.225)0.55 = 41.49kkWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.70 441.449 10000 / (1.7732 3380 00.655) = 677.

49、899APjs = KKx Pee = 0.770 411.499 = 29.04kkWQjs = PPjs ttg = 229.004 1.17 = 333.995kvvA(3)LLED泛泛光燈照照明Kx = 0.6，CCos = 0.66，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.62)0.55 / 0.66 = 1.333Pe = n PP (ee/)0.5 = 2.00 00.400 (0.40 / 00.400)00.5 = 00.800kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.60 00.800 10000 / (

50、11.7332 3880 0.60) = 1.222APjs = KKx Pee = 0.660 0.80 = 00.488kWQjs = PPjs ttg = 00.488 1.333 = 0.64kkvA(4)塔塔吊臂燈燈Kx = 0.6，CCos = 0.99，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.92)0.55 / 0.99 = 0.448Pe = n PP (ee/)0.5 = 8.00 11.000 (0.40 / 00.400)00.5 = 88.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.60 88.0

51、00 10000 / (11.7332 3880 0.90) = 8.110APjs = KKx Pee = 0.660 8.00 = 44.800kWQjs = PPjs ttg = 44.800 0.448 = 2.32kkvA(5)44-1號(hào)號(hào)二級(jí)配配電箱計(jì)計(jì)算負(fù)荷荷用電設(shè)備備同期使使用系數(shù)數(shù)Kx=0.770；Ijs = KKx Pee / (1.7322 Ue CCos) = 0.70 991.778 10000 / (1.7732 3380 00.755) = 1330.115A；同時(shí)要求求分箱用用電負(fù)荷荷不得小小于分箱箱下用電電設(shè)備最最大計(jì)算算負(fù)荷的的1.11倍，故故：Ijs =

52、mmax1300.155,1.1maxx(677.899,677.899,1.22,8.110,) = 1330.115A5、4-2號(hào)二二級(jí)配電電箱設(shè)備備用電負(fù)負(fù)荷(1)鋼鋼筋切斷斷機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - Coos2)0.55/ CCos = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 22.200 (0.40 / 00.400)00.5 = 22.200kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.20 22.200 10000 / (11.73

53、32 3880 0.65) = 1.003APjs = KKx Pee = 0.220 2.20 = 00.444kWQjs = PPjs ttg = 00.444 1.117 = 0.51kkvA(2)鋼鋼筋彎曲曲機(jī)Kx = 0.65，CCos = 0.77，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.72)0.55 / 0.77 = 1.002Pe = n PP (ee/)0.5 = 2.00 33.000 (0.40 / 00.400)00.5 = 66.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.65 66.000

54、10000 / (11.7332 3880 0.70) = 8.447APjs = KKx Pee = 0.665 6.00 = 33.900kWQjs = PPjs ttg = 33.900 1.002 = 3.98kkvA(3)鋼鋼筋套絲絲機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - CCos2)0.5/ Coss = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 44.000 (0.40 / 00.400)00.5 = 44.000kWIj1 = KKx Pee / (1.7322 Ue ccos

55、) = 0.20 44.000 10000 / (11.7332 3880 0.65) = 1.887APjs = KKx Pee = 0.220 4.00 = 00.800kWQjs = PPjs ttg = 00.800 1.117 = 0.94kkvA(4)鋼鋼筋箍筋筋彎曲機(jī)機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - CCos2)0.5/ Coss = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 33.000 (0.40 / 00.400)00.5 = 33.000kWIj1 = KKx Pe

56、e / (1.7322 Ue ccos) = 0.20 33.000 10000 / (11.7332 3880 0.65) = 1.440APjs = KKx Pee = 0.220 3.00 = 00.600kWQjs = PPjs ttg = 00.600 1.117 = 0.70kkvA(5)數(shù)數(shù)控鋼筋筋調(diào)直切切斷機(jī)Kx = 0.2，CCos = 0.665，ttg = (1 - Coos2)0.55/ CCos = (1 - 00.6552)0.5 / 0.65 = 11.177Pe = n PP (ee/)0.5 = 1.00 33.000 (0.40 / 00.400)00.5

57、= 33.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.20 33.000 10000 / (11.7332 3880 0.65) = 1.440APjs = KKx Pee = 0.220 3.00 = 00.600kWQjs = PPjs ttg = 00.600 1.117 = 0.70kkvA(6)電電動(dòng)切割割機(jī)Kx = 0.3，CCos = 0.445，ttg = (1 - CCos2)0.5/ Coss = (1 - 00.4552)0.5 / 0.45 = 11.988Pe = n PP (ee/)0.5 = 1.00 11.800 (0.4

58、0 / 00.400)00.5 = 11.800kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.30 11.800 10000 / (11.7332 3880 0.45) = 1.882APjs = KKx Pee = 0.330 1.80 = 00.544kWQjs = PPjs ttg = 00.544 1.998 = 1.07kkvA(7)木木工圓鋸鋸Kx = 0.65，CCos = 0.66，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.62)0.55 / 0.66 = 1.333Pe = n PP (ee/)0.5 = 1.0

59、0 11.500 (0.40 / 00.400)00.5 = 11.500kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.65 11.500 10000 / (11.7332 3880 0.60) = 2.447APjs = KKx Pee = 0.665 1.50 = 00.988kWQjs = PPjs ttg = 00.988 1.333 = 1.30kkvA(8)木木工平刨刨床Kx = 0.65，CCos = 0.66，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.62)0.55 / 0.66 = 1.333Pe = n PP

60、(ee/)0.5 = 1.00 33.000 (0.40 / 00.400)00.5 = 33.000kWIj1 = KKx Pee / (1.7322 Ue ccos) = 0.65 33.000 10000 / (11.7332 3880 0.60) = 4.994APjs = KKx Pee = 0.665 3.00 = 11.955kWQjs = PPjs ttg = 11.955 1.333 = 2.60kkvA(9)LLED泛泛光燈照照明Kx = 0.3，CCos = 0.77，tgg = (1 - CCos2)0.5/ Coss = (1 - 00.72)0.55 / 0.77