上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心項(xiàng)目技術(shù)標(biāo)

年6月23日上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心項(xiàng)目技術(shù)標(biāo)資料內(nèi)容僅供參考，如有不當(dāng)或者侵權(quán)，請(qǐng)聯(lián)系本人改正或者刪除。目錄第一章編制依據(jù)及說(shuō)1.1編制依據(jù)及內(nèi)容1.1.1編制依據(jù)····································································71.1.2編制內(nèi)容····································································71.1.3工程擬使用的標(biāo)準(zhǔn)····························································71.2編制說(shuō)明及原則1.2.1編制說(shuō)明····································································81.2.2編制原則····································································8第二章工程概況2.1工程情況·····································································102.2現(xiàn)場(chǎng)概況······································································112.3施工目標(biāo)2.3.1工期目標(biāo)····································································112.3.2質(zhì)量目標(biāo)····································································112.3.3安全文明施工目標(biāo)····························································112.4工程的重點(diǎn)及難點(diǎn)······························································11第三章施工組織機(jī)構(gòu)與施工部署3.1施工組織管理機(jī)構(gòu)······························································123.1.1項(xiàng)目組織機(jī)構(gòu)設(shè)置圖··························································123.1.2管理人員及機(jī)構(gòu)職責(zé)··························································133.2與業(yè)主、監(jiān)理及其它分包單位的配合··············································143.3施工部署3.3.1施工順序····································································143.3.2工程施工流程圖························································153.3.3總體施工流程三維工況······················································163.3.4施工段劃分及施工安排·······················································203.3.5分包單位組織及協(xié)調(diào)·······················································203.4施工總平面布置3.4.1現(xiàn)場(chǎng)當(dāng)前現(xiàn)狀································································213.4.2施工總平面布置依據(jù)··························································213.4.3施工總平面說(shuō)明······························································213.4.4施工平面布置管理····························································213.4.5施工總平面附圖·····························································22第四章施工準(zhǔn)備4.1施工準(zhǔn)備概述·································································294.2現(xiàn)場(chǎng)交接準(zhǔn)備·································································304.3技術(shù)準(zhǔn)備·····································································304.4試驗(yàn)準(zhǔn)備·····································································314.5勞動(dòng)力準(zhǔn)備···································································314.6施工機(jī)具準(zhǔn)備4.6.1施工機(jī)械投入情況···························································334.6.2保證機(jī)械設(shè)備供應(yīng)的措施·····················································334.7周轉(zhuǎn)材料準(zhǔn)備·································································364.8臨時(shí)水電準(zhǔn)備4.8.1臨時(shí)用電···································································374.8.2臨時(shí)用水···································································394.9臨時(shí)設(shè)施準(zhǔn)備·································································40第五章施工方法5.1施工流程·····································································415.2施工測(cè)量及沉降觀測(cè)···························································465.2.15.2.25.2.35.2.45.2.55.2.65.3基坑圍護(hù)工程5.3.1SMW工法···································································525.3.2水泥攪拌樁································································545.3.3壓密注漿···································································565.3.4圈梁、立柱施工······························································575.3.5支撐安裝···································································575.3.6降水····································································585.3.7監(jiān)測(cè)······································································595.4土方工程5.4.1基礎(chǔ)承臺(tái)土方開挖···························································605.4.2地下室外墻土方回填··························································605.4.3壓密注漿···································································605.5混凝土墊層···································································615.6地下室防水工程·····························································615.6.1地下室防水設(shè)計(jì)概況·························································625.6.2水泥基防水施工·····························································625.6.3結(jié)構(gòu)自防水施工·····························································625.7模板工程5.7.1設(shè)計(jì)概況···································································635.7.2模板選型···································································635.7.3模板施工···································································655.8鋼筋工程5.8.1鋼筋工程設(shè)計(jì)概述···························································715.8.2鋼筋工程施工組織···························································715.8.3鋼筋工程施工方法···························································715.9混凝土工程5.9.1混凝土工程概述·····························································815.9.2混凝土施工組織·····························································825.9.3混凝土運(yùn)輸及泵送···························································825.9.4混凝土的澆筑方法···························································835.9.5混凝土的養(yǎng)護(hù)·······························································865.9.6混凝土施工質(zhì)量控制·························································865.10砌體工程5.10.1砌體工程設(shè)計(jì)概述···························································875.10.2材料要求···································································875.10.3砌筑技術(shù)措施·······························································875.10.4施工要點(diǎn)···································································885.10.5質(zhì)量要求···································································895.11屋面及地下室防水層施工5.11.1屋面設(shè)計(jì)概況······························································895.11.2材料要求··································································905.11.3找坡及找平層的施工························································905.11.4防水層的施工······························································905.11.5上人屋面地磚鋪設(shè)施工····················································925.11.6質(zhì)量要求··································································925.11.7成品保護(hù)··································································925.12腳手架工程5.12.1腳手架搭設(shè)方案選擇························································935.12.2外墻腳手架計(jì)算····························································935.12.3外墻腳手架搭拆方法························································1055.12.4內(nèi)腳手架的搭設(shè)····························································1065.13細(xì)石混凝土樓地面施工······················································1065.14外墻施工·································································1085.15陽(yáng)臺(tái)及樓梯欄桿····························································1125.16試驗(yàn)、檢驗(yàn)與計(jì)量施工方案5.16.1試驗(yàn)項(xiàng)目及項(xiàng)目取樣試驗(yàn)方法················································1135.16.2試驗(yàn)管理··································································1165.16.3計(jì)量控制··································································1175.17重點(diǎn)難點(diǎn)分項(xiàng)工程5.17.1地下室底板大致積砼設(shè)計(jì)概述················································1185.17.2混凝土拌制和原材料要求····················································1185.17.3混凝土澆筑順序和方法······················································1185.17.4混凝土運(yùn)送和現(xiàn)場(chǎng)輸送······················································1185.17.5混凝土振搗································································1185.17.6底板混凝土的溫度裂縫的控制················································1195.17.7底板混凝土的封閉養(yǎng)護(hù)······················································1195.17.8大致積砼質(zhì)量保證措施······················································120第六章施工總承包管理6.1施工總承包管理概述···························································1226.2施工總承包管理目標(biāo)6.2.1工程質(zhì)量目標(biāo)·······························································1226.2.2工程進(jìn)度目標(biāo)·······························································1226.2.3工程施工安全目標(biāo)···························································1226.2.4分包管理目標(biāo)·······························································1226.3總承包管理體系6.3.1總承包組織機(jī)構(gòu)·····························································1226.3.2總承包管理制度·····························································1236.4施工總承包管理原則6.4.1”公正”原則·································································1246.4.2”統(tǒng)一”原則·································································1246.4.3”控制”原則·································································1246.4.4”協(xié)調(diào)”原則·································································1246.4.5”服務(wù)”原則·································································1246.5施工總承包管理及措施6.5.1施工總承包管理方案·························································1256.5.2總承包管理方案的保證措施··················································1256.6總包與業(yè)主、監(jiān)理、設(shè)計(jì)、分包單位的協(xié)調(diào)管理6.6.1與業(yè)主關(guān)系的協(xié)調(diào)··························································126.6.2與監(jiān)理關(guān)系的協(xié)調(diào)···························································1276.6.3與設(shè)計(jì)關(guān)系的協(xié)調(diào)···························································1286.6.4總包與分包單位的關(guān)系協(xié)調(diào)···················································1286.7施工總承包施工技術(shù)管理6.7.1施工技術(shù)的管理概述·························································1296.7.2施工技術(shù)檔案管理要求·······················································1296.8施工總承包施工質(zhì)量的管理6.8.1總承包管理中的質(zhì)量保證體系·················································1296.8.2總承包管理中的質(zhì)量控制·····················································6.9施工總承包施工進(jìn)度的管理6.9.1對(duì)分包商施工進(jìn)度目標(biāo)的確定·················································1326.9.2對(duì)分包商施工進(jìn)度實(shí)施的管理·················································1326.9.3對(duì)分包商施工進(jìn)度計(jì)劃的控制·················································1326.9.4對(duì)分包商施工進(jìn)度的調(diào)整·····················································1336.10施工總承包施工安全的管理6.10.1安全制度的管理····························································1336.10.2安全設(shè)施的管理····························································1346.10.3安全檢查的落實(shí)····························································1346.10.4安全生產(chǎn)的控制····························································1346.11施工總承包對(duì)文件資料的控制6.11.1文件資料控制措施·····················第七章施工進(jìn)度計(jì)劃7.1設(shè)立進(jìn)度控制點(diǎn)·······························································1357.2施工進(jìn)度管理保證措施7.2.1合理的施工方案·····························································7.2.2嚴(yán)格的管理與控制7.3施工技術(shù)保證措施·····························································1417.4夏季施工保證措施·····························································1417.5冬季施工保證措施·····························································1417.6雨季施工措施·································································1467.7夜間施工措施·································································1477.8資金保障措施·································································148第八章質(zhì)量保證措施8.1質(zhì)量管理體系及保證體系8.1.1質(zhì)量管理體系·······························································18.1.2質(zhì)量保證體系·······························································18.2質(zhì)量管理制度·································································1508.3質(zhì)量保證措施8.3.1原材料質(zhì)量保證措施·························································8.3.2施工過(guò)程質(zhì)量控制···························································第九章施工安全技術(shù)措施9.1安全生產(chǎn)目標(biāo)·································································1679.2安全生產(chǎn)管理組織機(jī)構(gòu)·························································1679.3安全生產(chǎn)管理制度·····························································1689.4安全防護(hù)9.4.1腳手架防護(hù)·································································1689.4.2”四口”防護(hù)·······························································1699.4.3臨邊防護(hù)···································································1709.4.4交叉作業(yè)防護(hù)·······························································1709.5機(jī)械設(shè)備的安全使用···························································1709.6安全用電·····································································1719.7安全消防措施·································································171第十章文明施工及環(huán)境保護(hù)措施10.1現(xiàn)場(chǎng)文明施工10.1.1管理目標(biāo)······················10.1.2管理措施··································································10.1.3文明施工設(shè)施布置··························································10.1.4對(duì)現(xiàn)場(chǎng)場(chǎng)容管理····························································10.1.5現(xiàn)場(chǎng)機(jī)械管理·····················10.1.6現(xiàn)場(chǎng)生活衛(wèi)生管理(工人生活區(qū)租賃廠房)······················10.1.7施工垃圾清運(yùn)及衛(wèi)生防疫·····················10.1.8施工現(xiàn)場(chǎng)料具存放······················10.1.9現(xiàn)場(chǎng)標(biāo)示警示宣傳形式上標(biāo)準(zhǔn)················································110.1.10其它有關(guān)事項(xiàng)·····························································110.2降低污染,環(huán)境保護(hù)措施10.2.1防止水污染措施····························································110.2.2防止大氣污染措施··························································1710.3環(huán)境保護(hù)措施································································17710.4治安保衛(wèi)措施································································178

第一章編制依據(jù)及說(shuō)明1.1編制依據(jù)及內(nèi)容1.1.1編制依據(jù)表1.1編制依據(jù)序號(hào)分類名稱內(nèi)容1招標(biāo)文件上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心項(xiàng)目招標(biāo)文件2施工圖紙上海新建設(shè)建筑設(shè)計(jì)有限公司設(shè)計(jì)的上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心項(xiàng)目的施工圖紙3法律、法規(guī)國(guó)家及上海市地方的有關(guān)法律、法規(guī)之規(guī)定。1.1.2編制內(nèi)容本施工組織設(shè)計(jì)內(nèi)容包括項(xiàng)目組織管理、機(jī)構(gòu)設(shè)置、施工部署、總圖布置和管理、施工進(jìn)度計(jì)劃、人力及機(jī)械配置、主要工程施工方案和方法、質(zhì)量、安全和文明施工、總包管理等自開工至竣工的全過(guò)程組織管理措施。1.1.3工程擬使用的標(biāo)準(zhǔn)表1.3規(guī)范標(biāo)準(zhǔn)目錄(包括總包施工管理需要的規(guī)范)序號(hào)文件名稱編號(hào)類別1法律法規(guī)《中華人民共和國(guó)建筑法》/國(guó)家2《中華人民共和國(guó)安全生產(chǎn)法》/國(guó)家3《建設(shè)工程質(zhì)量管理?xiàng)l例》國(guó)務(wù)院第279號(hào)國(guó)家4《建設(shè)工程安全管理?xiàng)l例》國(guó)務(wù)院第393號(hào)國(guó)家5《工程測(cè)量規(guī)范》GB50026－國(guó)家6《建筑邊坡工程技術(shù)規(guī)范》GB50330-國(guó)家7《混凝土結(jié)構(gòu)工程施工規(guī)范》GB50666-國(guó)家8《混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》GB50204-國(guó)家9《建筑工程施工現(xiàn)場(chǎng)供用電安全規(guī)范》GB50194-國(guó)家10《屋面工程質(zhì)量驗(yàn)收規(guī)范》GB50207-國(guó)家11《鋼結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》GB50205-國(guó)家12《給水排水管道工程施工及驗(yàn)收規(guī)范》GB50268-國(guó)家13《地下防水工程質(zhì)量驗(yàn)收規(guī)范》GB50208-國(guó)家14《建筑地面工程施工質(zhì)量驗(yàn)收規(guī)范》GB50209-國(guó)家15《建筑電氣工程施工質(zhì)量驗(yàn)收規(guī)范》GB50303-國(guó)家16《建筑物防雷工程施工與質(zhì)量驗(yàn)收規(guī)范》GB50601-國(guó)家17《建設(shè)工程文件歸檔整理規(guī)范》GB/T50328-國(guó)家18《施工現(xiàn)場(chǎng)臨時(shí)用電安全技術(shù)規(guī)范》JGJ46-行業(yè)19《建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范》JGJ130-行業(yè)20《建筑工程施工質(zhì)量驗(yàn)收實(shí)施細(xì)則》DB21/1234-地標(biāo)21《建筑消防安全技術(shù)規(guī)范》DB21/T2116-地標(biāo)22《建筑深基坑工程施工安全技術(shù)規(guī)范》JGJ311-行業(yè)1.2編制說(shuō)明及原則1.2.1編制說(shuō)明本施工組織設(shè)計(jì)的進(jìn)度計(jì)劃是以樁基完工及驗(yàn)收合格后具備開工條件進(jìn)行初步編制,具體以監(jiān)理及業(yè)主批準(zhǔn)的開工報(bào)告為準(zhǔn),暫定按9月20日為開工日期(編制的總進(jìn)度計(jì)劃可根據(jù)暫定日期與實(shí)際開工日期相差天數(shù)相應(yīng)的調(diào)整)。本施工組織設(shè)計(jì)是根據(jù)建設(shè)單位的招標(biāo)文件、設(shè)計(jì)的施工圖、施工及驗(yàn)收規(guī)范、質(zhì)量驗(yàn)評(píng)標(biāo)準(zhǔn)、有關(guān)安全技術(shù)操作規(guī)程、結(jié)合現(xiàn)場(chǎng)條件和工程特點(diǎn),以及我公司多年的施工經(jīng)驗(yàn)和當(dāng)前我公司實(shí)際的施工技術(shù)力量,施工機(jī)具及其生產(chǎn)能力進(jìn)行編制。針對(duì)工程的特殊性,本方案對(duì)工程做出了全面施工布置,切實(shí)有效地進(jìn)行全面質(zhì)量控制和進(jìn)度控制,并在施工管理上進(jìn)行詳細(xì)的安排,編制有效的施工方案,做到安全生產(chǎn),文明施工,確保合格工程。但方案未盡事項(xiàng),將在工程施工中依據(jù)實(shí)際情況進(jìn)行調(diào)整及補(bǔ)充。1.2.2編制原則(1)遵循設(shè)計(jì)文件、規(guī)范和質(zhì)量驗(yàn)收標(biāo)準(zhǔn)的原則,在編制項(xiàng)目施工方法中,嚴(yán)格按設(shè)計(jì)要求,執(zhí)行現(xiàn)行的規(guī)范及驗(yàn)收標(biāo)準(zhǔn),優(yōu)化施工方案,正確組織施工,確保工程質(zhì)量?jī)?yōu)良。(2)堅(jiān)持實(shí)事求是的原則,在制定施工方案中,堅(jiān)持科學(xué)組織,合理安排均衡生產(chǎn),確保高速、高質(zhì)量、高效益地完成本工程建設(shè)。(3)用工程項(xiàng)目管理法組織工程的施工,經(jīng)過(guò)與現(xiàn)場(chǎng)監(jiān)理和設(shè)計(jì)單位充分合作,實(shí)現(xiàn)人力、機(jī)械、物資、方法的最佳組合。(4)經(jīng)過(guò)周密的勞動(dòng)組織,優(yōu)化施工方案、施工方法、可靠的技術(shù)措施,實(shí)事求是地確定合理工期,確保按期、優(yōu)質(zhì)、安全、高效地完成本合同賦予的全部工作內(nèi)容。(5)控制環(huán)境污染,搞好文明施工,為業(yè)主服務(wù),向建設(shè)單位移交一個(gè)優(yōu)質(zhì)工程。

第二章工程概況2.1工程情況2.1.1工程名稱:上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心項(xiàng)目-車間及管理用房2.1.2建設(shè)單位:上海申絲凱樂(lè)供應(yīng)鏈管理有限公司2.1.3建設(shè)地點(diǎn):上海寶山城市工業(yè)園區(qū),東至雄博精密儀器廠、南至市臺(tái)路、西至真陳路2.1.4工程規(guī)模:建筑物性質(zhì)火災(zāi)危險(xiǎn)類別建筑物耐火等級(jí)占地面積(㎡)總建筑面積(㎡)層數(shù)建筑高度室內(nèi)外高差車間丁類一級(jí)349227611.9地下1層,地上12層58.8300mm2.1.5分層面積表分層面積表(單位:平方米)地下-1F1F2F3F4F5-12F機(jī)房層計(jì)容面積(不含地下室)總建筑面積(含地下室)6997.934922936335912521173*8=93841912061427661.92.1.6結(jié)構(gòu)形式:裙房框架結(jié)構(gòu),主樓框架剪力墻結(jié)構(gòu),合理使用年限50年,抗震設(shè)防烈度為7度。2.1.7耐火等級(jí):一級(jí)

2.2現(xiàn)場(chǎng)概況正在進(jìn)行樁基工程施工。2.3施工目標(biāo)2.3.1工期目標(biāo)開工日期為9月20日(暫定日期),編制的總進(jìn)度計(jì)劃可根據(jù)暫定日期與實(shí)際開工日期相差天數(shù)相應(yīng)的調(diào)整。地下室結(jié)構(gòu)在2月6日完成;裙房主體結(jié)構(gòu)4月7日;主樓主體結(jié)構(gòu)6月5日;裙房二次結(jié)構(gòu)5月11日完成;主樓二次結(jié)構(gòu)7月8日完成;整體工程竣工9月19日。2.3.2質(zhì)量目標(biāo)達(dá)到《工程施工質(zhì)量驗(yàn)收規(guī)范》合格標(biāo)準(zhǔn)2.3.3安全文明施工目標(biāo)施工現(xiàn)場(chǎng)安全文明施工符合”安全文明工地”;2.4工程的重點(diǎn)及難點(diǎn)本工程施工重點(diǎn)及難點(diǎn)為(1)基坑開挖支護(hù),地下室開挖最深處-8.7m。具體施工質(zhì)量控制詳見專項(xiàng)施工方案。(2)地下室底板混凝土施工質(zhì)量控制。地下室及主樓部分地下室承臺(tái)厚度分別為0.8m、1m、1.4m等幾種,底板厚度0.4m,0.45m,為大致積混凝土施工。(3)現(xiàn)場(chǎng)施工場(chǎng)地有限,施工現(xiàn)場(chǎng)組織協(xié)調(diào)難度大。(4)地下室施工工序多,制約因素多,工期緊,組織難度大。(5)各專業(yè)穿插施工較多,界面復(fù)雜,專業(yè)之間制約因素多,總承包管理難度大。

第三章施工組織機(jī)構(gòu)與施工部署3.1施工組織管理機(jī)構(gòu)本工程將按照國(guó)際工程施工慣例實(shí)施項(xiàng)目法施工,實(shí)行項(xiàng)目經(jīng)理負(fù)責(zé)制,項(xiàng)目經(jīng)理部由資深工程師組成,全面負(fù)責(zé)本工程的施工、技術(shù)、質(zhì)量、安全、核算的管理工作。行使計(jì)劃、組織、指揮、協(xié)調(diào)、控制、監(jiān)督六項(xiàng)基本職能。項(xiàng)目部將本著科學(xué)管理、優(yōu)質(zhì)高速、開拓敬業(yè)的原則,以塑造精品、爭(zhēng)創(chuàng)優(yōu)質(zhì)工程為目標(biāo),發(fā)揮企業(yè)集團(tuán)優(yōu)勢(shì),對(duì)工程施工進(jìn)行綜合的管理、組織、協(xié)調(diào)和控制,確保本工程實(shí)現(xiàn)一流的承包管理、一流的文明施工、一流的工程質(zhì)量和一流的施工速度。我公司有大量熟練的專業(yè)施工技術(shù)工人作為施工作業(yè)層,能夠熟練地施工大型、復(fù)雜的公共及民用建筑。經(jīng)過(guò)管理層和作業(yè)層的精心挑選和合理組建,確保本工程的工期、質(zhì)量、成本、安全生產(chǎn)、文明施工五項(xiàng)控制目標(biāo)和各項(xiàng)經(jīng)濟(jì)技術(shù)指標(biāo)得以實(shí)現(xiàn)。3.1.1項(xiàng)目組織機(jī)構(gòu)設(shè)置圖

工程名稱:上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心序號(hào)姓名本工程職務(wù)或崗位技術(shù)職稱專業(yè)崗位資格證書等級(jí)及編號(hào)備注1張東旭項(xiàng)目經(jīng)理高級(jí)工程師建筑工程一級(jí)建造師,京2苗坤技術(shù)負(fù)責(zé)人工程師建筑工程一級(jí)建造師JZ005065843丁琳機(jī)電技術(shù)負(fù)責(zé)人工程師機(jī)電工程師1311A0014張俊商務(wù)經(jīng)理造價(jià)造價(jià)員滬5孫燁安全經(jīng)理安全安全員京建安C()02254496靳杰質(zhì)檢員質(zhì)量質(zhì)量員3117周英材料員材料材料員3118陽(yáng)政權(quán)施工員施工施工員3149陸艷俊資料員中級(jí)資料資料員3133.1.2管理人員及機(jī)構(gòu)職責(zé)根據(jù)本工程的特點(diǎn),項(xiàng)目管理的施工組織結(jié)構(gòu)實(shí)行二級(jí)管理機(jī)構(gòu),其各部門及主要管理人員的職責(zé)如下:(1)項(xiàng)目經(jīng)理職責(zé)1、代表公司履行對(duì)業(yè)主的工程承包合同,負(fù)責(zé)項(xiàng)目的日常管理工作;2、負(fù)責(zé)項(xiàng)目質(zhì)量安全保證體系的建立和運(yùn)行,負(fù)責(zé)組建項(xiàng)目文明施工領(lǐng)導(dǎo)小組并展開工作;3、建立和完善項(xiàng)目的組織機(jī)構(gòu),明確人員職責(zé),建立適當(dāng)?shù)募?lì)機(jī)制,充分發(fā)揮參與項(xiàng)目建設(shè)人員的積極性;4、主持項(xiàng)目工作會(huì)議,審核和簽發(fā)對(duì)內(nèi)對(duì)外的重要文件;5、組織編制項(xiàng)目職工的培訓(xùn)計(jì)劃;6、采取有效的辦法和措施,保證項(xiàng)目的質(zhì)量、安全、工期等目標(biāo)順利實(shí)現(xiàn)。(2)項(xiàng)目技術(shù)負(fù)責(zé)人職責(zé)1、負(fù)責(zé)項(xiàng)目質(zhì)量保證體系的建立和運(yùn)行;2、組織項(xiàng)目各專業(yè)技術(shù)人員編制有關(guān)工程技術(shù)文件、繪制有關(guān)的工序流程圖;3、指導(dǎo)、協(xié)調(diào)各專業(yè)技術(shù)人員的工作;4、安排進(jìn)行圖冊(cè)、文件、資料的分配、簽發(fā)、保管及日常處理;5、開展質(zhì)量教育,保證公司的各項(xiàng)制度正常運(yùn)行;6、其它應(yīng)由項(xiàng)目總工程師擔(dān)負(fù)的職責(zé)。(3)物資供應(yīng)部門職責(zé)1、全面負(fù)責(zé)本項(xiàng)目物資供應(yīng),并保證質(zhì)量滿足業(yè)主、監(jiān)理的要求;2、負(fù)責(zé)聯(lián)絡(luò)本工程所需材料的供貨商,進(jìn)行質(zhì)量、價(jià)格綜合評(píng)選;3、負(fù)責(zé)物資供應(yīng)科的質(zhì)量教育,明確采購(gòu)、檢驗(yàn)、保管員的職責(zé);4、負(fù)責(zé)做好材料管理工作,材料倉(cāng)庫(kù)的材料堆放、標(biāo)識(shí)等達(dá)到文明施工的相關(guān)要(4)質(zhì)量安全員職責(zé)1、全面負(fù)責(zé)本工程的質(zhì)量、安全工作,確保工程質(zhì)量達(dá)到合格標(biāo)準(zhǔn)(外墻裝飾優(yōu)良),無(wú)任何質(zhì)量安全事故發(fā)生;2、負(fù)責(zé)落實(shí)本工程的全部質(zhì)量安全措施;3、組織本工程的質(zhì)量、安全檢查工作,配合監(jiān)理、質(zhì)量安全監(jiān)督機(jī)構(gòu)的檢查工作。3.2與業(yè)主、監(jiān)理及其它分包單位的配合本工程甲指分包單位較多(樁基、電梯、消防、門窗、景觀工程等),搞好各分包單位之間的管理和協(xié)調(diào)合作是確保整個(gè)施工過(guò)程順利進(jìn)行的關(guān)鍵,也是確保工程奮斗目標(biāo)順利實(shí)現(xiàn)的關(guān)鍵。我公司將嚴(yán)格遵守招標(biāo)文件及合同的約定,遵守業(yè)主工作區(qū)以及施工現(xiàn)場(chǎng)的各項(xiàng)管理制度,服從業(yè)主、監(jiān)理的統(tǒng)一協(xié)調(diào)與管理,履行總承包管理職責(zé),積極做好其它分包單位的的管理和配合,確保工程整體建設(shè)各項(xiàng)目標(biāo)的實(shí)現(xiàn)。3.3施工部署3.3.1施工順序考慮到本工程場(chǎng)地局限,并結(jié)合本工程設(shè)計(jì)特點(diǎn)及現(xiàn)場(chǎng)實(shí)際情況,經(jīng)我公司經(jīng)過(guò)重復(fù)研究,決定在施工安排上采取劃分施工段,采用大小流水段施工作業(yè),加大工程施工方面(特別是施工人員、機(jī)械設(shè)備和周轉(zhuǎn)材料)的投入,砌體和粗裝修也按分段驗(yàn)收,分段施工的方法進(jìn)行,經(jīng)過(guò)合理的組織,確保本工程的施工合同工期,降低工程成本。在現(xiàn)場(chǎng)平面布置時(shí)要考慮到塔吊、施工電梯等機(jī)械設(shè)備的布置要與現(xiàn)場(chǎng)實(shí)際情況相符合(臨時(shí)用地緊張)及工程結(jié)構(gòu)對(duì)應(yīng)(包括設(shè)備的附著點(diǎn))。盡量減少場(chǎng)地施工平面多次布置。3.3.2工程施工流程圖根據(jù)本工程設(shè)計(jì)特點(diǎn)及施工工序安排、施工總進(jìn)度計(jì)劃要求,編制如下整個(gè)工程施工流程圖。樁檢測(cè)合格樁基及地基驗(yàn)槽承臺(tái)土方人工開挖樁檢測(cè)合格樁基及地基驗(yàn)槽承臺(tái)土方人工開挖基礎(chǔ)墊層及磚胎膜施工筑基礎(chǔ)墊層及磚胎膜施工筑外墻防水施工預(yù)留、預(yù)埋(分包單位)地下室結(jié)構(gòu)施工外墻防水施工預(yù)留、預(yù)埋(分包單位)地下室結(jié)構(gòu)施工地上1~12層結(jié)構(gòu)施工(主樓)基坑回填地上1~12層結(jié)構(gòu)施工(主樓)基坑回填地上1~3層及屋面框架結(jié)構(gòu)施工(裙房)地上1~3層及屋面框架結(jié)構(gòu)施工(裙房)墻體砌筑施工墻體砌筑施工屋面防水施工屋面防水施工墻體抹灰施工墻體抹灰施工造型部位防水及保護(hù)層施工外墻面磚、石材施工水電安裝(分包單位)造型部位防水及保護(hù)層施工外墻面磚、石材施工水電安裝(分包單位)石材幕墻施工陽(yáng)臺(tái)欄桿、樓梯欄桿安裝石材幕墻施工陽(yáng)臺(tái)欄桿、樓梯欄桿安裝機(jī)電設(shè)備多專業(yè)安裝(分包單位)機(jī)電設(shè)備多專業(yè)安裝(分包單位)門窗安裝(業(yè)主指定分包單位)門窗安裝(業(yè)主指定分包單位)地面及衛(wèi)生間防水施工地面及衛(wèi)生間防水施工外腳手架拆除外腳手架拆除專業(yè)裝飾裝修施(業(yè)主指定分包單位)專業(yè)裝飾裝修施(業(yè)主指定分包單位)清理收尾清理收尾竣工驗(yàn)收竣工驗(yàn)收上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心工程整體施工流程圖3.3.3總體施工流程三維工況樁基圍護(hù)施工9月-11月土方開挖10-11月

地下室底板施工完成時(shí)間12月地下室頂板施工完成時(shí)間2月

裙房結(jié)構(gòu)封頂時(shí)間4月主樓結(jié)構(gòu)封頂6月項(xiàng)目竣工結(jié)束9月

3.3.4施工段劃分及施工安排根據(jù)設(shè)計(jì)圖紙結(jié)構(gòu)的特點(diǎn)及各部分工程量的大小,以建筑物間的伸縮縫或后澆帶進(jìn)行施工段的劃分,地下室結(jié)構(gòu)施工階段以后澆帶劃分三個(gè)施工段,兩個(gè)施工組,其中A區(qū),B區(qū)為一個(gè)施工班組,C區(qū)為一個(gè)施工班組;見下圖主體結(jié)構(gòu)施工段劃分按主樓裙樓進(jìn)行劃分,進(jìn)行流水施工。3.5分包單位組織及協(xié)調(diào) 對(duì)指定分包,我們將根據(jù)施工總進(jìn)度的要求,協(xié)助業(yè)主提前篩選確定,簽訂分包合同并納入總包管理之中,對(duì)指定分包的進(jìn)度、質(zhì)量、安全和文明施工提出明確要求,并監(jiān)督實(shí)施。每周至少召開一次協(xié)調(diào)會(huì),協(xié)商解決多專業(yè)之間施工交叉的有關(guān)問(wèn)題。為保證分包施工的順利進(jìn)行,我們將提供方便和各類服務(wù)。3.4施工總平面布置3.4.1現(xiàn)場(chǎng)當(dāng)前現(xiàn)狀本工程正在進(jìn)行樁基施工,周邊施工圍墻已圍蔽。3.4.2施工總平面布置依據(jù)本工程施工總平面圖布置依據(jù)上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心工程施工招標(biāo)有關(guān)要求及施工圖紙,現(xiàn)場(chǎng)界線、水源、電源位置、周圍道路情況以及現(xiàn)場(chǎng)勘察結(jié)果,總進(jìn)度計(jì)劃要求及資源需用量計(jì)劃,總體施工部署,主要施工方案及安全文明施工和環(huán)境保護(hù)要求。3.4.3施工總平面說(shuō)明施工總平面布置按照經(jīng)濟(jì)適用、合理方便的原則,在保證場(chǎng)內(nèi)交通運(yùn)輸暢通和滿足施工對(duì)材料要求的前提下,最大限度地減少場(chǎng)內(nèi)二次運(yùn)輸;符合施工現(xiàn)場(chǎng)衛(wèi)生及安全技術(shù)要求和防火規(guī)范、滿足施工生產(chǎn)和文明施工的需要。工程能否順利進(jìn)行,在很大程度上取決于合理的施工總平面布置,保持、優(yōu)化施工現(xiàn)場(chǎng)各施工機(jī)械設(shè)備的布局,保證施工現(xiàn)場(chǎng)道路的暢通將是至關(guān)重要的。由于整個(gè)施工場(chǎng)地狹窄,四周均存在臨街道路和擬建的建筑物,我項(xiàng)目部經(jīng)過(guò)研究對(duì)工地現(xiàn)場(chǎng)進(jìn)行科學(xué)、合理地布置施工平面圖,按照總體施工部署,結(jié)合現(xiàn)場(chǎng)條件,整個(gè)施工過(guò)程分為三個(gè)施工階段。具體詳見基礎(chǔ)結(jié)構(gòu)施工階段施工總平面布置圖、主體結(jié)構(gòu)施工階段施工總平面布置圖及裝修階段施工總平面布置圖。對(duì)總平面管理首先建立總平面管理責(zé)任制,繪制施工平面分段圖,具體責(zé)任到人;其次嚴(yán)格施工平面和道路交通管理,各種作業(yè)場(chǎng)地、機(jī)具、材料都按劃定的區(qū)域和地點(diǎn)操作或堆放,車輛進(jìn)場(chǎng)路線也要規(guī)劃安排,避免混亂?；A(chǔ)結(jié)構(gòu)施工時(shí)布置一臺(tái)施工塔吊。二次砌筑時(shí)設(shè)置兩臺(tái)施工電梯,并根據(jù)進(jìn)度需要,隨時(shí)配置攪拌機(jī)。由于現(xiàn)場(chǎng)場(chǎng)地狹窄,在施工現(xiàn)場(chǎng)只布置管理人員辦公室,管理人員及工人無(wú)生活區(qū)布置場(chǎng)地,根據(jù)業(yè)主指定位置進(jìn)行搭設(shè)。3.4.4施工平面布置管理(1)管理原則根據(jù)施工總平面布置及各階段布置,以充分保障階段性施工重點(diǎn),保證進(jìn)度計(jì)劃的順利實(shí)施為目的。在工程實(shí)施前,制訂詳細(xì)的大型機(jī)具使用及進(jìn)退場(chǎng)計(jì)劃,主材及周轉(zhuǎn)材料生產(chǎn)、加工、堆放、運(yùn)輸計(jì)劃,同時(shí)制訂以上計(jì)劃的具體實(shí)施方案,嚴(yán)格執(zhí)行、獎(jiǎng)懲分明,實(shí)施科學(xué)文明管理。(2)平面管理體系由項(xiàng)目經(jīng)理部工程部負(fù)責(zé)施工現(xiàn)場(chǎng)總平面的使用管理,由項(xiàng)目執(zhí)行經(jīng)理統(tǒng)一協(xié)調(diào)指揮。建立健全調(diào)度制度,根據(jù)工程進(jìn)度及施工需要對(duì)總平面的使用進(jìn)行協(xié)調(diào)和管理,并由工程部對(duì)總平面的使用負(fù)責(zé)日常管理工作。(3)管理計(jì)劃的制定施工平面科學(xué)管理的關(guān)鍵是科學(xué)的規(guī)劃和周密詳細(xì)的具體計(jì)劃,在工程進(jìn)度網(wǎng)絡(luò)計(jì)劃的基礎(chǔ)上形成主材、機(jī)械、勞動(dòng)力的進(jìn)退場(chǎng)、垂直運(yùn)輸?shù)扔?jì)劃,以確保工程進(jìn)度,充分均衡利用平面空間為目標(biāo),制訂出切合實(shí)際的平面管理實(shí)施計(jì)劃。并將計(jì)劃輸入微機(jī)電腦,進(jìn)行有效的動(dòng)態(tài)管理。(4)管理計(jì)劃的實(shí)施根據(jù)工程進(jìn)度計(jì)劃的實(shí)施調(diào)整情況,分階段發(fā)布平面管理實(shí)施計(jì)劃,包含時(shí)間計(jì)劃表、責(zé)任人、執(zhí)行標(biāo)準(zhǔn)、獎(jiǎng)罰條例,在計(jì)劃執(zhí)行中不定期召開生產(chǎn)調(diào)度會(huì),經(jīng)充分協(xié)調(diào)確定后,發(fā)布計(jì)劃調(diào)整書。工程部負(fù)責(zé)組織階段性的定期檢查監(jiān)督,確保平面管理計(jì)劃的實(shí)施。其重點(diǎn)保證項(xiàng)目是:安全用電、場(chǎng)區(qū)內(nèi)外環(huán)衛(wèi)場(chǎng)區(qū)道路,給排水系統(tǒng),垂直運(yùn)輸、料具堆放場(chǎng)地管理調(diào)整,機(jī)具、機(jī)械進(jìn)退場(chǎng)情況,以及施工作業(yè)區(qū)域管理等。3.4.5施工總平面附圖1.施工總平面布置圖施工平面布置圖三維視圖

施工平面布置圖俯視圖2．臨時(shí)道路布置場(chǎng)內(nèi)的臨時(shí)道路主要用于場(chǎng)內(nèi)運(yùn)輸和規(guī)劃車路線設(shè)置主干道,同時(shí)按照工程施工需要敷設(shè)臨時(shí)施工便道。場(chǎng)內(nèi)道路布設(shè)為南側(cè)和東側(cè)為5m,西側(cè)和北側(cè)因場(chǎng)地限制,布設(shè)為4m;路基為300mm厚毛石,100mm碎石上鋪設(shè)200mm厚C20混凝土,臨時(shí)道路剖面圖如下圖所示:3.現(xiàn)場(chǎng)臨時(shí)水電水平布置1)現(xiàn)場(chǎng)臨時(shí)水管采用φ65的PE管,布置在排水溝外側(cè),每隔約100m設(shè)置一個(gè)室外消防栓,每隔約50m設(shè)置一個(gè)臨時(shí)用水接駁點(diǎn)。2)從業(yè)主提供的現(xiàn)場(chǎng)變壓器就近接總配電箱,分配電箱沿臨時(shí)道路放置,臨時(shí)配電主要用于現(xiàn)場(chǎng)機(jī)械施工,現(xiàn)場(chǎng)臨時(shí)照明,水泵等用電。3)臨時(shí)水電水平布置圖見總平布置圖4.現(xiàn)場(chǎng)臨時(shí)用水豎向布置給水總管設(shè)置規(guī)格為DN65,每層接出DN20支管,分別用于施工用水和樓層廁所沖洗用水。給水泵采用±0.000層手動(dòng)控制,給水泵在正常運(yùn)行時(shí)由設(shè)置在水箱內(nèi)的電接點(diǎn)液位器或浮球閥自動(dòng)控制;臨時(shí)施工用水豎向布置見下圖:現(xiàn)場(chǎng)施工用水豎向布置圖5.現(xiàn)場(chǎng)臨時(shí)用電豎向布置1)主樓和裙房樓由0#電箱接出4-5個(gè)一級(jí)配電箱,再由一級(jí)配電箱分出4-5路至每個(gè)樓層的二級(jí)配電箱2)為了防止施工工地上電纜損壞,所有主干線電纜均采用鋼帶或鋼絲鎧裝電纜。3)垂直敷設(shè)的臨時(shí)主干線每隔2米做一個(gè)固定支架固定敷設(shè)電纜;臨時(shí)施工用電豎向布置見下圖:現(xiàn)場(chǎng)臨時(shí)用電豎向布置圖6.材料臨時(shí)堆場(chǎng)及集中加工場(chǎng)現(xiàn)場(chǎng)沿建筑物北側(cè)設(shè)置鋼筋堆場(chǎng)及模板堆場(chǎng),鋼筋堆場(chǎng)為20m*15m,模板堆場(chǎng)為30m*10m。材料堆場(chǎng)采用C15混凝土硬化。7.現(xiàn)場(chǎng)辦公室現(xiàn)場(chǎng)辦公室沿西側(cè)圍墻邊布置,辦公室采用兩層彩鋼板房,不燃和阻燃的碳素鋼材料。辦公室功能劃分:業(yè)主及監(jiān)理辦公室5間,技術(shù)質(zhì)量部、施工管理部、商務(wù)合約部、物資設(shè)備部、安全管理部以及會(huì)議室,配有空調(diào)及適當(dāng)照明。

第四章施工準(zhǔn)備4.1施工準(zhǔn)備概述施工準(zhǔn)備是工程建設(shè)的重要保證,也是施工過(guò)程中的一個(gè)重要環(huán)節(jié)和階段。施工準(zhǔn)備工作是為創(chuàng)造有利的施工條件,保證施工項(xiàng)目目標(biāo)實(shí)現(xiàn)而進(jìn)行的從技術(shù)上、組織上和人力、物力、財(cái)力的準(zhǔn)備,必須根據(jù)工程特點(diǎn)、施工條件要求全面考慮,保證開工和施工活動(dòng)的順利進(jìn)行。工程開工前所進(jìn)行的一系列施工準(zhǔn)備工作主要包括:外部環(huán)境方面的施工現(xiàn)場(chǎng)規(guī)劃、人員、機(jī)械、物資調(diào)配,辦理與樁基施工單位的交接手續(xù)。內(nèi)部環(huán)境方面的技術(shù)準(zhǔn)備、施工計(jì)劃準(zhǔn)備、施工勞動(dòng)力準(zhǔn)備、主要物資材料計(jì)劃,以及臨時(shí)設(shè)施施工準(zhǔn)備等工作。工程開工前,由項(xiàng)目總工組織項(xiàng)目經(jīng)理部有關(guān)技術(shù)人員認(rèn)真熟悉圖紙,參加由建設(shè)單位組織召開的設(shè)計(jì)交底、圖紙會(huì)審和軸線樁交接、施工臨時(shí)水電交接、施工現(xiàn)場(chǎng)勘察;根據(jù)施工現(xiàn)場(chǎng)的實(shí)際情況和建設(shè)單位的統(tǒng)一要求布置現(xiàn)場(chǎng)臨時(shí)設(shè)施;施工技術(shù)部門根據(jù)投標(biāo)方案大綱編制實(shí)施性的施工組織設(shè)計(jì)和分項(xiàng)工程施工方案并向施工工長(zhǎng)和專業(yè)施工隊(duì)進(jìn)行技術(shù)交底和崗前培訓(xùn),同時(shí)按照施工總進(jìn)度計(jì)劃的總體安排編制材料進(jìn)場(chǎng)計(jì)劃、設(shè)備進(jìn)場(chǎng)計(jì)劃、人員進(jìn)場(chǎng)計(jì)劃。上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心工程施工準(zhǔn)備工作內(nèi)容一覽表序號(hào)工作內(nèi)容執(zhí)行人員1圖紙學(xué)習(xí)、會(huì)審、技術(shù)交底、編制施工組織設(shè)計(jì)工程師、技術(shù)員2基礎(chǔ)、主體、裝飾工程施工預(yù)算預(yù)算員3根據(jù)交接的基準(zhǔn)點(diǎn)進(jìn)行施工放線測(cè)量員4施工圖紙翻樣、報(bào)材料計(jì)劃各專業(yè)施工員5臨建搭設(shè)鋼筋車間、水泥庫(kù)房、試驗(yàn)室各專業(yè)施工員發(fā)電機(jī)房、木工車間施工員、電工班長(zhǎng)生活用房、臨時(shí)圍墻各專業(yè)施工員道路和綠化各專業(yè)施工員6施工供電施工現(xiàn)場(chǎng)以外電源電工班長(zhǎng)施工現(xiàn)場(chǎng)以內(nèi)電源電工班長(zhǎng)7施工供水管網(wǎng)鋪設(shè)施工員、水工班長(zhǎng)8木工機(jī)械、鋼筋加工機(jī)械安裝施工員、機(jī)械隊(duì)長(zhǎng)9塔吊安裝鋼筋混凝土基礎(chǔ)施工專業(yè)施工員塔吊安裝、驗(yàn)收機(jī)械隊(duì)隊(duì)長(zhǎng)10砂漿攪拌機(jī)安裝機(jī)械隊(duì)隊(duì)長(zhǎng)11勞動(dòng)力進(jìn)場(chǎng)教育安全員、項(xiàng)目總工、各工長(zhǎng)12上報(bào)開工報(bào)告項(xiàng)目經(jīng)理4.2現(xiàn)場(chǎng)交接準(zhǔn)備進(jìn)入現(xiàn)場(chǎng)后,即著手對(duì)現(xiàn)場(chǎng)情況進(jìn)行交接。對(duì)現(xiàn)場(chǎng)的平面控制網(wǎng)點(diǎn)進(jìn)入交接,并根據(jù)需要進(jìn)行導(dǎo)線點(diǎn)加密;對(duì)已完的基礎(chǔ)樁基工程軸線、標(biāo)高與設(shè)計(jì)要求是否相符進(jìn)行復(fù)驗(yàn),并辦理相應(yīng)的手續(xù);對(duì)現(xiàn)場(chǎng)的水源、電源及排水設(shè)施進(jìn)入踏勘、交接。進(jìn)場(chǎng)后,搞好施工平面布置,注意排水與消防工作,根據(jù)現(xiàn)場(chǎng)實(shí)際情況,布置塔吊、及現(xiàn)場(chǎng)辦公室以利施工;規(guī)劃好料具堆放和加工場(chǎng)地,實(shí)行部分場(chǎng)地硬地化,做好文明施工。4.3技術(shù)準(zhǔn)備(1)熟悉和審查施工圖紙。由項(xiàng)目總工程師組織項(xiàng)目經(jīng)理部技術(shù)人員盡快熟悉圖紙,提出圖紙問(wèn)題及在施工中所要解決的問(wèn)題和合理化建議等,進(jìn)行圖紙會(huì)審。(2)修改和完善施工組織設(shè)計(jì)。按設(shè)計(jì)圖紙要求,根據(jù)工程特點(diǎn)結(jié)合地質(zhì)構(gòu)造、現(xiàn)場(chǎng)環(huán)境和本標(biāo)段工程具體情況,進(jìn)一步修改和完善已編制好的施工組織設(shè)計(jì),確保工程好、快、省、安全地完成。(3)制定各分項(xiàng)工程專項(xiàng)施工方案1、混凝土工程施工方案:根據(jù)現(xiàn)場(chǎng)實(shí)際情況和招標(biāo)文件規(guī)定,采用商品混凝土進(jìn)行澆注,澆筑采用泵送工藝。由于墻柱混凝土強(qiáng)度等級(jí)與梁板不一致,施工時(shí)將分別澆筑,即先澆柱墻砼,再綁扎梁板鋼筋和澆筑梁板砼。2、模板工程方案:模板將主要使用九夾板、木龍骨、外鋼管龍骨,支撐主要采用扣件式鋼管。3、鋼筋工程方案:鋼筋水平接頭采用閃光對(duì)接焊、豎向用電渣壓力焊和綁扎搭接4、垂直運(yùn)輸和腳手架方案:垂直運(yùn)輸采用1臺(tái)塔吊和2臺(tái)人貨兩用電梯,腳手架用雙排扣件鋼管腳手架,一到五層采用落地式腳手架,從第六層開始使用懸挑式腳手架,每四層懸挑一次,懸挑高度18m。(4)編制施工圖預(yù)算和施工預(yù)算。由項(xiàng)目部預(yù)算人員根據(jù)施工圖紙所確定的工程量、施工組織設(shè)計(jì)擬定的施工方法和進(jìn)度計(jì)劃、建筑工程預(yù)算定額和有關(guān)費(fèi)用定額,進(jìn)行施工圖預(yù)算的編制。向材料部門提供詳細(xì)的材料計(jì)劃,并作好勞動(dòng)力、材料及機(jī)械臺(tái)班需用量分析。(5)進(jìn)行施工技術(shù)交底。工程開工前由項(xiàng)目總工組織施工人員、質(zhì)安人員、班組長(zhǎng)進(jìn)行交底,針對(duì)施工的關(guān)鍵部位、施工難點(diǎn)、質(zhì)量和安全要求、操作要點(diǎn)及注意事項(xiàng)等進(jìn)行全面的交底,各個(gè)班組長(zhǎng)接受交底后組織操作工人認(rèn)真學(xué)習(xí),并要求落實(shí)在各個(gè)施工環(huán)節(jié)之上。(6)資料準(zhǔn)備:施工中嚴(yán)格按國(guó)家和行業(yè)現(xiàn)行質(zhì)量檢驗(yàn)評(píng)定標(biāo)準(zhǔn)和施工技術(shù)驗(yàn)收規(guī)范進(jìn)行施工和檢查,且遵照上海市質(zhì)量監(jiān)督站的有關(guān)規(guī)定,開工前準(zhǔn)備好各種資料樣表,施工中及時(shí)填寫整理,分冊(cè)保管,待工程竣工后裝訂成冊(cè)。4.4試驗(yàn)準(zhǔn)備選定建設(shè)單位指定的并經(jīng)上海市建委認(rèn)證的工程質(zhì)量檢測(cè)有限公司。建立現(xiàn)場(chǎng)小型試驗(yàn)室,配備相應(yīng)的試驗(yàn)器材,按國(guó)家現(xiàn)行有關(guān)標(biāo)準(zhǔn)對(duì)各項(xiàng)器材設(shè)備進(jìn)行安裝、調(diào)試及檢測(cè)。施工前提前做好砂漿級(jí)配(混凝土采用商品混凝土),組織各種進(jìn)場(chǎng)材料的檢驗(yàn)及鋼筋焊接試驗(yàn)工作,準(zhǔn)備好各種砼試模,各種測(cè)量工具提前送檢報(bào)驗(yàn)。4.5勞動(dòng)力準(zhǔn)備人員調(diào)配主要是對(duì)勞動(dòng)力的調(diào)配,即對(duì)其實(shí)施有效的監(jiān)督和管理,作好有關(guān)勞動(dòng)力的計(jì)劃、決策、組織、指揮、監(jiān)督、協(xié)調(diào)等項(xiàng)的工作,達(dá)到最有效、最合理組織勞動(dòng)力,以確保工期、質(zhì)量、安全目標(biāo)的實(shí)現(xiàn)。(1)勞動(dòng)力的選擇進(jìn)行勞動(dòng)力的選擇時(shí)應(yīng)考慮以下因素:勞動(dòng)力素質(zhì)的優(yōu)化性選擇。由于本工程工期緊、勞動(dòng)強(qiáng)度大,對(duì)操作人員的技術(shù)水平、熟練程度要求較高。為此,需要選用素質(zhì)較高、有類似工程施工經(jīng)驗(yàn)的勞動(dòng)力,并經(jīng)過(guò)現(xiàn)場(chǎng)短期的培訓(xùn)不斷提高勞動(dòng)力的綜合素質(zhì)。勞動(dòng)力數(shù)量的優(yōu)化性選擇。根據(jù)工程的規(guī)模和施工技術(shù)特性,按比例配備一定數(shù)量的勞動(dòng)力,以避免窩工,又不出現(xiàn)缺人現(xiàn)象,使得現(xiàn)有勞動(dòng)力得以充分利用。勞動(dòng)力組織形式的優(yōu)化性選擇。建立適合于本工程特點(diǎn)的精干、高效的勞動(dòng)力組織形式,本工程的勞動(dòng)力組織形式擬采用結(jié)合項(xiàng)目?jī)芍茖?shí)施的專業(yè)工種包清工形式,該種方式具有管理到位、人員調(diào)動(dòng)靈活、降低管理費(fèi)用等優(yōu)點(diǎn)。根據(jù)本工程的特點(diǎn)結(jié)合我單位的實(shí)際情況,調(diào)遣具有較高施工技術(shù)水平和豐富施工經(jīng)驗(yàn)的施工隊(duì),作為該工程的作業(yè)層,作業(yè)層包括鋼筋施工隊(duì)、模板施工隊(duì)、混凝土施工隊(duì)、瓦工施工隊(duì)、防水施工隊(duì)、裝飾工程施工隊(duì)(欄桿、涂料、外墻飾面磚)等。各專業(yè)施工隊(duì)伍,根據(jù)施工進(jìn)度與工程狀況按計(jì)劃、分階段進(jìn)退場(chǎng),并保證人員的穩(wěn)定和工程的順利展開。根據(jù)本工程的施工合同內(nèi)容規(guī)模與施工進(jìn)度,勞務(wù)層的勞動(dòng)力(土建)用量高峰期約為800人左右。按照施工合同文件施工進(jìn)度計(jì)劃的安排、月度工程量的大小、施工作業(yè)段的劃分、工種的安排、工程質(zhì)量的要求,本工程勞動(dòng)力安排如下表:(2)保證勞動(dòng)力及時(shí)供應(yīng)的措施1、編制勞動(dòng)力需用量計(jì)劃施工前根據(jù)施工進(jìn)度計(jì)劃、施工階段的劃分、各個(gè)專業(yè)工種的需要,編制切實(shí)可行的勞動(dòng)力需用量計(jì)劃,并根據(jù)工程實(shí)際進(jìn)展情況,由項(xiàng)目經(jīng)理部負(fù)責(zé)對(duì)各施工隊(duì)勞動(dòng)力進(jìn)退場(chǎng)時(shí)間、數(shù)量提出指導(dǎo)性計(jì)劃并及時(shí)調(diào)整,避免勞動(dòng)力資源的浪費(fèi)。2、根據(jù)本工程分項(xiàng)工程的特殊要求,做好現(xiàn)場(chǎng)崗位技術(shù)培訓(xùn),提高勞動(dòng)者的操作技能,加強(qiáng)質(zhì)量意識(shí)教育,組織學(xué)習(xí)國(guó)家有關(guān)規(guī)范、標(biāo)準(zhǔn)、規(guī)程、進(jìn)行施工組織設(shè)計(jì)的總設(shè)計(jì)交底,使施工人員了解該工程的特點(diǎn),以熟練規(guī)范的要求,高質(zhì)量地完成額定任務(wù),確保計(jì)劃用量,滿足施工生產(chǎn)需要。3、在本工程范圍內(nèi)根據(jù)施工進(jìn)度的需要對(duì)各個(gè)施工隊(duì)進(jìn)行必要的調(diào)節(jié),實(shí)行動(dòng)態(tài)管理,使之合理流動(dòng),達(dá)到最佳勞動(dòng)效率。4、制定合理可行的激勵(lì)機(jī)制,充分調(diào)動(dòng)廣大職工的積極性、創(chuàng)造性,為工程成本的降低盡力。4.6施工機(jī)具準(zhǔn)備4.6.1施工機(jī)械投入情況本工程基礎(chǔ)施工期間投入1臺(tái)ST5015型塔吊;主體施工期間按投入1臺(tái)塔吊,同基礎(chǔ)施工階段;裝修施工期間投入1臺(tái)施工電梯。各種中小型機(jī)具根據(jù)工程具體情況和進(jìn)度要求進(jìn)行布置。具體詳見基礎(chǔ)施工階段總平面布置圖、主體結(jié)構(gòu)施工階段總平面布置圖、二次結(jié)構(gòu)及裝修施工階段總平面布置圖。主要施工機(jī)械及檢驗(yàn)、測(cè)量和試驗(yàn)設(shè)備詳見下表中所示。4.6.2保證機(jī)械設(shè)備供應(yīng)的措施(1)編制合理的機(jī)械設(shè)備供應(yīng)計(jì)劃,在時(shí)間、數(shù)量、性能方面滿足施工生產(chǎn)的需要。合理安排各類機(jī)械設(shè)備在各個(gè)施工隊(duì)(組)間和各個(gè)施工階段在時(shí)間和空間上的合理搭配,以提高機(jī)械設(shè)備的使用效率及產(chǎn)出水平,從而提高設(shè)備的經(jīng)濟(jì)效益。(2)根據(jù)供應(yīng)計(jì)劃作好供應(yīng)準(zhǔn)備工作,編制大型機(jī)械設(shè)備運(yùn)輸、進(jìn)場(chǎng)方案,保證按時(shí)、安全地組織進(jìn)場(chǎng)。上海申絲凱樂(lè)現(xiàn)代物流總部級(jí)管理中心工程主要施工機(jī)械配備表序號(hào)設(shè)備名稱型號(hào)規(guī)格數(shù)量國(guó)別產(chǎn)地制造日期用于施工部位備注1塔吊ST50151中國(guó)全場(chǎng)良好2三軸攪拌樁PAS-200VAR1中國(guó)基坑圍護(hù)良好3垂直升降機(jī)Q6010中國(guó)外墻裝飾,屋面施工良好4汽車吊QY-252徐州材料、設(shè)備倒運(yùn)良好5汽車吊QY-502徐州材料、設(shè)備倒運(yùn)良好6挖掘機(jī)CAT2006徐州土方施工良好7載重汽車JNJ508t12長(zhǎng)春土方運(yùn)輸良好8水泵KXJ-8055兗州排水良好9電鋸電刨M(fèi)IBZ-904國(guó)產(chǎn)模板良好10鋼筋調(diào)直機(jī)JT4-122天津鋼筋良好11鋼筋切斷機(jī)GQ402滄州鋼筋良好12鋼筋彎曲機(jī)GW402天津鋼筋良好13木工圓鋸機(jī)MJ2252咸陽(yáng)模板良好14交流電焊機(jī)NC5002滄州鋼筋良好15插入式振搗棒ZN1.54安陽(yáng)混凝土良好16磨光機(jī)1502浙江混凝土良好17蛙式打夯機(jī)HW-2010河北場(chǎng)地、地坪良好18砂輪切割機(jī)J35G2-400-1006河北安裝良好19手槍式電鉆GBM1012上海安裝良好20電動(dòng)套絲機(jī)7Q-1003河北安裝良好21砂輪磨光機(jī)Z512-2A-100A4河北安裝良好22沖擊電錘?6～2510上海安裝良好23空壓機(jī)WW-0.9/7型1北京鋼筋模板良好24電空壓機(jī)ZV-0.5/10-A1山東鋼筋模板良好25直流電焊機(jī)ZX-4005南京鋼筋良好26砂輪切割機(jī)Ф4005北京機(jī)電良好27CO2焊機(jī)500A1北京鋼筋良好28手砂輪φ1005北京機(jī)電良好29手砂輪φ1505北京機(jī)電良好30切割鋸Φ6002南京模板良好31砂輪鋸J3G2-40025浙江模板良好32手電鉆J22210浙江模板良好33電錘φ8-φ3/815浙江基礎(chǔ)良好34穩(wěn)壓電源WD-2412北京全場(chǎng)良好35開孔器ZG-3X3212河北機(jī)電良好36對(duì)講機(jī)MOTOROLA32北京全場(chǎng)良好主要檢驗(yàn)、測(cè)量和試驗(yàn)設(shè)備配備表序號(hào)名稱規(guī)格型號(hào)單位數(shù)量備注1全站儀TS-802N臺(tái)2合格2水準(zhǔn)儀DZS3-1臺(tái)1合格3經(jīng)緯儀DJD2臺(tái)1合格3游標(biāo)卡尺200mm,0.02mm只2合格4百分表10mm只1合格5焊縫檢驗(yàn)尺0-60只4合格6鋼板尺1000mm只3合格7直角尺500×250只6合格8鋼卷尺50m只2合格9鋼卷尺20m只1合格10鋼卷尺5m只12合格11塞尺0.5-10mm只6合格12磁力線墜5m只6合格13壓力表0-10Mpa塊4合格13萬(wàn)用表U-201塊1合格14接地?fù)u表ZC-8塊1合格15絕緣搖表1000V塊1合格16轉(zhuǎn)速表30-1200rpm塊1合格4.7周轉(zhuǎn)材料準(zhǔn)備由于本工程前期主要施工項(xiàng)目為鋼筋混凝土結(jié)構(gòu)。為保證工期,我公司在主體結(jié)構(gòu)施工時(shí)將采取流水的方法進(jìn)行施工,土建工程周轉(zhuǎn)工具較多,主要周轉(zhuǎn)工具數(shù)量如下:覆膜九夾板8800m2,木方19000條,Φ48鋼管300t,扣件16200套。4.8臨時(shí)水電準(zhǔn)備4.8.1臨時(shí)用電根據(jù)施工程序安排,本工程主要用電負(fù)荷為基礎(chǔ)及主體結(jié)構(gòu)鋼筋混凝土工程施工期間的各種機(jī)械設(shè)備以及鋼筋加工和混凝土施工時(shí)的各種機(jī)具設(shè)備。裝飾施工階段的用電負(fù)荷相對(duì)結(jié)構(gòu)施工要小,為此,本方案用電量計(jì)算主要依據(jù)基礎(chǔ)及主體結(jié)構(gòu)施工階段進(jìn)行施工用電負(fù)荷驗(yàn)算。(1)總用電量負(fù)荷計(jì)算施工區(qū)域各種機(jī)具設(shè)備用電量統(tǒng)計(jì)見一覽表序號(hào)用電設(shè)備名稱型號(hào)及銘牌技術(shù)數(shù)據(jù)數(shù)量設(shè)備覆蓋區(qū)域總功率1塔吊ST5015,40KW,380V,Jc=15%(東側(cè),余同此)140B、C區(qū)2施工電梯SCD200/200,46kW,380V,cosφ=0.7146C區(qū)3砂漿攪拌機(jī)WJ350,7.5KW,380V,cosφ=0.83,η=0.8215A、B、C區(qū)4插入式振動(dòng)器HZ-50,1.5KW,380V,csφ=0.85,η=0.8557.5A、B、C區(qū)5鋼筋彎曲機(jī)GWB40,4KW,380V,cosφ=0.83,η=0.85416A、B、C區(qū)6鋼筋切斷機(jī)QJ40-1,5.5KW,380V,cosφ=0.82,η=0.85316.5A、B、C區(qū)7閃光對(duì)焊機(jī)DN125,125KW,380V,cosφ=0.87,JC=65%2250A、B、C區(qū)8交、直流電焊機(jī)BX3-500,15KW,380V,cosφ=0.87,JC=65%230A、B、C區(qū)BX3-500,15KW,380V,cosφ=0.87,JC=65%230A、B、C區(qū)JJM-3,7.5KW,380V,cosφ=0.7215A、B、C區(qū)JJM-3,7.5KW,380V,cosφ=0.7215A、B、C區(qū)9圓盤鋸MJ104,3KW,380V,cosφ=0.83,η=0.8539A、B、C區(qū)MJ104,3KW,380V,cosφ=0.83,η=0.8510切割機(jī)JSG-400,3KW,380V,cosφ=0.83,η=0.85412A、B、C區(qū)11施工現(xiàn)場(chǎng)及辦公區(qū)白熾燈、碘鎢燈5A、B、C區(qū)日光燈、高壓水銀熒光燈,共20KW6空調(diào)9臺(tái)15鏑燈每臺(tái)塔吊4盞28KW(東側(cè)配電房)28注:上述未特殊注明的,東、西配電房均配置相同的用電設(shè)備考慮到各用電設(shè)備滿負(fù)荷運(yùn)行并非用時(shí)出現(xiàn)(即不在用一施工階段施工),故確定用電系數(shù)采用需用系數(shù)法確定。553總用電量計(jì)算公式:P=1.1(K1ΣP1+K2Σp2+K3Σp3)式中P—計(jì)算用電量(kVA);1.1—用電不均衡系數(shù);P1—全部施工用電設(shè)備額定用量之和(kW);P2—全部電焊機(jī)設(shè)備額定用電量之和(kW);P3—照明設(shè)備額定用電量之和(kW);K1—全部施工用電設(shè)備同時(shí)使用系數(shù),總臺(tái)數(shù)在10臺(tái)以內(nèi)時(shí),K1=0.75;10～30臺(tái)時(shí),K1=0.7;30臺(tái)以上時(shí),K1=0.6;K2—全部電焊機(jī)同時(shí)使用系數(shù),取K2=0.8;K3—全部照明設(shè)備同時(shí)使用系數(shù),取K2=1.0;∑P1=553kw,∑P2=340kw,∑P3=54kwP=1.1(K1ΣP1+K2Σp2+K3Σp3)=1.1*(0.7*553+0.8*340+1.0*54)=782kw＜800kw。業(yè)主需提供的一個(gè)施工區(qū)域上總功率為800KVA的電力,能滿足施工要求。我公司盡量避免用電高峰期的長(zhǎng)時(shí)間出現(xiàn),保證正常施工。(2)線路敷設(shè)1、主供電線路采用三相五線制架空線路或采用電纜埋地鋪設(shè),其中部分穿越道路埋地部分增設(shè)PVC管保護(hù)。電線從電箱至所有用電設(shè)備均采用相應(yīng)容量的橡膠電纜線,以保證用電安全。2、統(tǒng)一采用H=6m的鍍鋅鋼管電線桿布線,30m3、線路沿臨地圍蔽內(nèi)側(cè)架設(shè)。(3)備用電源現(xiàn)場(chǎng)備用電源采用發(fā)電機(jī)供電。除提供因短期停電造成的施工用電中斷后的設(shè)備機(jī)具正常見電外,尚在個(gè)別施工用電高峰期超過(guò)變壓器最大負(fù)荷時(shí)對(duì)個(gè)別施工機(jī)具、設(shè)備供電,以保證施工順利進(jìn)行。在施工加工區(qū)的總配電間安裝一臺(tái)Se=200KVA柴油發(fā)電機(jī),并同時(shí)安裝具有互鎖裝置電源切換裝置,防止兩類電源工作時(shí)不致出現(xiàn)互沖現(xiàn)象。4.8.2臨時(shí)用水(1)、用水量計(jì)算建筑工地的用水主要包括施工用水量q1,施工機(jī)械用水量q2,施工現(xiàn)場(chǎng)用水量q3,消防用水量q4四部分。根據(jù)總進(jìn)度計(jì)劃,確定施工高峰期和用水高峰期在4