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1、技術(shù)交底工程名稱XX省XX區(qū)醫(yī)療中心建設(shè)工程(一期)-病房樓建設(shè)單位XX新開(kāi)元城市建設(shè)投資有限公司工程編號(hào)施工單位漢山基礎(chǔ)有限公司交底部位地下室防水交底日期交底人簽字接收人簽字1交底說(shuō)明1、本交底根據(jù)《地下建筑防水構(gòu)造》02j301、《水泥基滲透結(jié)晶型防水涂料》GB18445-2001、《地下工程防水技術(shù)規(guī)范》GB50108-2001、《地下防水工程質(zhì)量驗(yàn)收規(guī)范》GB50208-2002、XX市XX區(qū)醫(yī)療中心建設(shè)工程(一期)一期施工圖、施工方案等編制;2、相關(guān)人員應(yīng)仔細(xì)閱讀本交底,有問(wèn)題及時(shí)提出,交底未盡事宜按相關(guān)規(guī)程操作;2作業(yè)條件1、防水材料已進(jìn)場(chǎng),并按規(guī)范規(guī)定進(jìn)行了見(jiàn)證取樣,復(fù)檢合
2、格;2、材料已報(bào)驗(yàn),并經(jīng)監(jiān)理單位批準(zhǔn),允許防水材料用于本工程;3、防水基層已滿足防水工程施工要求;4、對(duì)所隱蔽各層,已進(jìn)行驗(yàn)收,并辦理了驗(yàn)收手續(xù);5、防水工程施工環(huán)境滿足施工要求;6、照明、通風(fēng)和消防措施,已按相關(guān)規(guī)定到位,可滿足安全健康環(huán)保施工要求;7、防水人員必須持有防水專業(yè)上崗證書(shū)。分包單位資質(zhì)已報(bào)審?fù)戤叀?施工準(zhǔn)備 1、施工人員:滿足現(xiàn)場(chǎng)施工進(jìn)度需要;2、機(jī)具:電動(dòng)攪拌器2臺(tái)。3、材料:滿足工程合同規(guī)定;有出廠質(zhì)量證明書(shū),復(fù)檢合格,滿足工程設(shè)計(jì)要求;4施工順序根據(jù)施工流水段劃分。參加單位及人員注冊(cè)建造師(項(xiàng)目經(jīng)理):(簽字)dslopetofacilitateemptying.(
3、1)duringtheexcavationprocess,feelfreetocheckthestatusofsideslope,verticaldigdepthisgreaterthan1.5M,accordingtothechangesofsoil,excavation(Groove)ortrenchsupportpreparation,topreventcollapse.(2)excavation(Groove)andwhenthetrenchshouldnotdigtothedesignheightofthefollowing,ifnotexactlydiggingbaseele
4、vationistodesign,persistenceofelevationabovealayerofsoilisnotdug,tocopyafterpingdugoutbyhand.(3)mechanicalconstructiondigintotheEarth,diggingmanualatanytime,andtrolleystotransportEarthmachinerytodigtheplace,soastousethemachineryofcherry-picking.5,trimming...(1)soilexcavationonarainyday,theirworks
5、houldnotbetoolarge,shouldbedonepiecemeal,bystaging.(2)therainatthetimeofconstructionintheexcavationandearth-movingrequiredgreatattentiontoslopestability.Ifnecessary,theappropriateslowslope,orbraces,whileinthepits(Groove)outsidesurroundedbyEarthenbermsordiggingditches,preventsurfacewaterfromenteri
6、ng.Alwayscheckontheslope,support,anembankment,identifyproblemsanddealwith.II,backfillEngineering(a)constructionpreparationresearchfieldsiteformation,earthfillconstructionplan,determinethefillline,order,range,slope,drainagelevels,andsoon.1,theengineeringaccordingtothecharacteristicsofspecies,densi
7、tyofthefillquantityrequirements,constructionsiteconditionsofreasonablefillsoilmoisturecontrol,virtualshopandcompactionparameters,suchasnumber.2,undergroundandabove-groundpipelinesshouldbefoundoutbeforeconstructionobsta