江蘇房建工程質(zhì)量安全手冊(cè)實(shí)施細(xì)則下冊(cè)

—PAGE426——PAGE143—江蘇省工程質(zhì)量量量安全手手冊(cè)實(shí)實(shí)施細(xì)則則（220222版）——房屋建筑工工工程篇下冊(cè)：安全分冊(cè)冊(cè)冊(cè)江蘇省工程質(zhì)量安全手冊(cè)實(shí)施細(xì)則（2022版）--房屋建筑工程篇下冊(cè)：安全分冊(cè)—PAGE145—修訂說(shuō)明自2020年111月14日省住住房房和城鄉(xiāng)鄉(xiāng)建設(shè)設(shè)廳印發(fā)發(fā)了《江江蘇省工工程質(zhì)質(zhì)量安全全手冊(cè)冊(cè)實(shí)施細(xì)細(xì)則（20020版）房房屋建筑工工程篇》（以以下簡(jiǎn)稱(chēng)《實(shí)實(shí)施細(xì)則（2020版）》）以來(lái)，住房和城鄉(xiāng)建設(shè)部、江蘇省陸續(xù)新編、修編、廢止了一系列工程技術(shù)標(biāo)準(zhǔn)，致使《實(shí)施細(xì)則（2020版）》不少內(nèi)容已不符合現(xiàn)行工程技術(shù)標(biāo)準(zhǔn)。同時(shí)，在近兩年的使用中，基層反映《實(shí)施細(xì)則（2020版）》中存在一些不明確、需要進(jìn)一步細(xì)化的問(wèn)題。因此，啟動(dòng)《實(shí)施細(xì)則（2020版）》的修訂工作。本次修訂主要圍圍圍繞以下下3個(gè)方面：：依據(jù)新編、修編編編、廢止止的工工程技術(shù)術(shù)標(biāo)準(zhǔn)準(zhǔn)，刪除除實(shí)施施要點(diǎn)中中已廢廢止的工工程技技術(shù)標(biāo)準(zhǔn)準(zhǔn)或條條文，新新增、修修改相應(yīng)應(yīng)的標(biāo)標(biāo)準(zhǔn)或條條文；；根據(jù)實(shí)際工作經(jīng)經(jīng)經(jīng)驗(yàn)，刪刪除與與實(shí)施內(nèi)內(nèi)容關(guān)關(guān)聯(lián)性不不強(qiáng)的的實(shí)施要要點(diǎn)；；根據(jù)實(shí)際工作經(jīng)經(jīng)經(jīng)驗(yàn)，新新增、修修改實(shí)施施內(nèi)容容及相應(yīng)應(yīng)的實(shí)實(shí)施要點(diǎn)點(diǎn)。目錄1總則14555目的145編制依據(jù)14555適用范圍145552行為準(zhǔn)則111452.1基本要要要求14552.2安全行行行為要求求14483安全生產(chǎn)現(xiàn)現(xiàn)現(xiàn)場(chǎng)控制制15543.1基坑工工工程15443.2腳手架架架工程166443.3起重機(jī)機(jī)機(jī)械18663.4模板支支支撐體系系20023.5臨時(shí)用用用電21003.6臨時(shí)消消消防21223.7安全防防防護(hù)21553.8其他222184安全管理資資資料22664.1危險(xiǎn)性性性較大的的分部部分項(xiàng)工工程資資2264.2基坑工工工程資料料22274.3腳手架架架工程資資料22294.4起重機(jī)機(jī)機(jī)械資料料23314.5模板支支支撐體系系資料料2324.6臨時(shí)用用用電資料料23374.7安全防防防護(hù)資料料23395附則……………………………241—PAGE425—業(yè)業(yè)管體規(guī)企全為實(shí)業(yè)主責(zé)奠我屋筑安標(biāo)建的切實(shí)施安提人眾意規(guī)規(guī)產(chǎn)產(chǎn)2年第2三正.法9主91二；種全主4.工生條國(guó)第；種全例.生證；產(chǎn)故調(diào)條8蘇生；蘇設(shè)條程程許管法住鄉(xiāng)設(shè)第；筑企全產(chǎn)證理建1機(jī)督建企責(zé)負(fù)職管全規(guī)房部大項(xiàng)管住設(shè)鄉(xiāng)鄉(xiāng)部于工質(zhì)全冊(cè)行的建1建印市施安定建]屋政工較分全細(xì)建0全全追見(jiàn)蘇]程程標(biāo)規(guī)安安理察察設(shè)計(jì)施工監(jiān)理檢測(cè)監(jiān)測(cè)設(shè)設(shè)施監(jiān)檢測(cè)依程責(zé)生生營(yíng)位遵本其有全產(chǎn)律法加安產(chǎn)理立全安生任和生規(guī)度加安生金物技人投保度改全產(chǎn)加強(qiáng)生標(biāo)信息設(shè)構(gòu)全險(xiǎn)管和排治重防健全防化制提全產(chǎn)確保生全全管條國(guó)務(wù)第位位全任設(shè)設(shè)工監(jiān)其有位安任位位全任的的分工全理住設(shè)第測(cè)當(dāng)測(cè)監(jiān)由位責(zé)簽蓋章監(jiān)后施按按測(cè)案監(jiān)及建單送測(cè)并對(duì)成負(fù)發(fā)異及時(shí)設(shè)設(shè)施理告單立相采措察察設(shè)計(jì)施工監(jiān)理檢測(cè)監(jiān)測(cè)施施監(jiān)檢監(jiān)等應(yīng)依得質(zhì)并在質(zhì)級(jí)的圍事設(shè)活工當(dāng)全可117令1二正建建動(dòng)建工業(yè)察位計(jì)位程理按照有注本專(zhuān)術(shù)員術(shù)備完的工業(yè)資條劃為的質(zhì)經(jīng)資查格得應(yīng)的質(zhì)后方其質(zhì)許的內(nèi)事活一一擔(dān)全認(rèn)證測(cè)檢責(zé)機(jī)當(dāng)備規(guī)的條并作的評(píng)認(rèn)檢驗(yàn)合真責(zé)條務(wù)管會(huì)院門(mén)全全管條國(guó)務(wù)第起起械整升手模等式設(shè)的用國(guó)規(guī)檢檢限必具專(zhuān)質(zhì)檢測(cè)構(gòu)經(jīng)檢合的得續(xù)構(gòu)構(gòu)認(rèn)管法國(guó)監(jiān)局6構(gòu)構(gòu)認(rèn)管法國(guó)監(jiān)局6條可可國(guó)院3礦礦業(yè)建工業(yè)險(xiǎn)學(xué)煙爆民爆品產(chǎn)以下企實(shí)全產(chǎn)制業(yè)安許不生的的分工全理住設(shè)款款按規(guī)要行方測(cè)大程設(shè)位委具應(yīng)察的位監(jiān)鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建施施全理列形的應(yīng)為大隱：未未安生可擅事筑活負(fù)負(fù)項(xiàng)目人專(zhuān)全產(chǎn)人以取安產(chǎn)核證營(yíng)營(yíng)的要人本安生一任對(duì)單安生作面其他人職圍的生工責(zé)全全管條國(guó)務(wù)第一一施單主負(fù)項(xiàng)目人專(zhuān)全產(chǎn)人應(yīng)建行管門(mén)其有門(mén)核后可業(yè)業(yè)負(fù)人目責(zé)專(zhuān)安產(chǎn)理安生理定加加屋筑政礎(chǔ)工施全督提高施企要責(zé)項(xiàng)負(fù)和職生管員以全產(chǎn)能根中人和安產(chǎn)建全條務(wù)法本華華共國(guó)從房筑市礎(chǔ)施施活建施業(yè)安生核履全產(chǎn)以及實(shí)安產(chǎn)督應(yīng)當(dāng)本定鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建施施全理列形的應(yīng)為大隱：位位要責(zé)項(xiàng)負(fù)專(zhuān)職生管員取全產(chǎn)合證事關(guān)；人人當(dāng)照行職準(zhǔn)規(guī)培考格特業(yè)員取特業(yè)作證工設(shè)關(guān)應(yīng)建全線人的教訓(xùn)定職培產(chǎn)產(chǎn)單的生管構(gòu)及生管員行職者者本位生教培如錄全教和情；產(chǎn)產(chǎn)單的負(fù)人全產(chǎn)人必備本所事產(chǎn)營(yíng)相的生知管能產(chǎn)產(chǎn)營(yíng)儲(chǔ)裝單及山屬煉筑工輸位要責(zé)安生理員當(dāng)主負(fù)安產(chǎn)督職的對(duì)安產(chǎn)識(shí)理力合考得費(fèi)產(chǎn)產(chǎn)存裝位及金屬單應(yīng)注安程從全產(chǎn)工鼓他產(chǎn)單聘冊(cè)全師事生管作注全程專(zhuān)分理具法國(guó)人資社保門(mén)國(guó)應(yīng)管門(mén)同院關(guān)制產(chǎn)產(chǎn)單應(yīng)從人行全教和保證人具要安產(chǎn)識(shí)悉關(guān)全產(chǎn)制和操規(guī)掌本的全技了故急措知身安產(chǎn)面利義未安產(chǎn)育訓(xùn)格業(yè)員得崗使使派勞的應(yīng)被遣者入位業(yè)統(tǒng)管對(duì)派動(dòng)進(jìn)位全規(guī)和操技教和勞務(wù)單應(yīng)被遣者行的全教和接接等業(yè)高等學(xué)實(shí)應(yīng)當(dāng)習(xí)生相的生教培提要?jiǎng)谧o(hù)品校當(dāng)生經(jīng)位實(shí)生行生教培應(yīng)應(yīng)立全教和檔如錄全教和的間容參員及結(jié)等產(chǎn)產(chǎn)單采工新新材者用備必解掌安技性采效安護(hù)施對(duì)業(yè)進(jìn)專(zhuān)安生育培款款經(jīng)單特作員須國(guó)有定專(zhuān)安作訓(xùn)取應(yīng)格可崗全全管條國(guó)務(wù)第垂垂輸械人安卸破員信登作等業(yè)必國(guó)規(guī)專(zhuān)全訓(xùn)得業(yè)格方作二二施單當(dāng)管員作員年進(jìn)一全產(chǎn)培其培情入人檔全育核的不作作員入崗或的工前應(yīng)受全教培未教訓(xùn)者培考合的不得作用用術(shù)新新設(shè)新料應(yīng)對(duì)人進(jìn)應(yīng)安產(chǎn)育全全主席設(shè)設(shè)全理檢測(cè)和業(yè)應(yīng)按家關(guān)取相格方事關(guān)特種安管員檢員作員當(dāng)執(zhí)安術(shù)范理度證種安械械監(jiān)管定建令1筑筑機(jī)安卸起號(hào)重司特人經(jīng)管核并種作書(shū)可業(yè)自直民設(shè)門(mén)織筑業(yè)業(yè)考鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建施施全理列形的應(yīng)為大隱：工工作人取特業(yè)員資證崗業(yè)察察設(shè)計(jì)施工監(jiān)測(cè)監(jiān)理設(shè)設(shè)施監(jiān)監(jiān)等應(yīng)建善險(xiǎn)大分項(xiàng)程責(zé)制實(shí)全責(zé)格關(guān)施較部程理施編證安等一一產(chǎn)營(yíng)應(yīng)建全險(xiǎn)管制按安險(xiǎn)級(jí)相的措應(yīng)應(yīng)立全實(shí)產(chǎn)事隱查理采取管理及時(shí)并除隱事患查情應(yīng)實(shí)錄通職會(huì)者代大信公等式業(yè)員其中大故排治況當(dāng)向有生監(jiān)理責(zé)門(mén)職會(huì)者代大告的的分工全理住設(shè)實(shí)及求建建市基施程性大部項(xiàng)安管施則蘇質(zhì)01鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建施施全理列形的應(yīng)為大隱：較較分分程編未核施方或按組專(zhuān)定模險(xiǎn)較分分程圍施方行證設(shè)設(shè)施監(jiān)位設(shè)設(shè)施監(jiān)單法表和負(fù)人加工目全管法生和擔(dān)任營(yíng)營(yíng)的要人本安生一任對(duì)單安生作面其他人職圍的生工責(zé)產(chǎn)產(chǎn)單的負(fù)人單安產(chǎn)作下職全全實(shí)單員全責(zé)制強(qiáng)全標(biāo)化；定定施單全產(chǎn)制和規(guī)；定定施單全產(chǎn)和訓(xùn)；單單全產(chǎn)的效；立立實(shí)全分管隱排理重工機(jī)督檢單的生工及消產(chǎn)全隱；定定施單生安故急預(yù)；如如告產(chǎn)事產(chǎn)產(chǎn)單的生管構(gòu)及生管員行職者者擬本安生章度作程產(chǎn)全應(yīng)救案者者本位生教培如錄全教和情；展展源識(shí)估督實(shí)單大險(xiǎn)安管施者者本位救演單單安生況及查產(chǎn)事隱提改全產(chǎn)的議糾糾章?lián)]令險(xiǎn)違反規(guī)的；實(shí)實(shí)位全整措一一產(chǎn)營(yíng)的全管機(jī)及全管人當(dāng)盡依法職全全管條國(guó)務(wù)第單單勘單設(shè)單施單工監(jiān)位其建工全產(chǎn)的位須守生法法的保證工安產(chǎn)依擔(dān)設(shè)安生任施施位要人法單的生工面責(zé)工位建健全產(chǎn)制和生教訓(xùn)度定全規(guī)制操規(guī)保本安生件需的入所擔(dān)設(shè)程定和安檢并好檢記目目人當(dāng)?shù)脩?yīng)資的擔(dān)對(duì)工項(xiàng)安施責(zé)落全產(chǎn)制全章操確生的用據(jù)特制施消事及實(shí)產(chǎn)故11施施可時(shí)危工單其管措資全全管條國(guó)務(wù)第建建位申取工證應(yīng)供設(shè)有安工施料建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文單單申辦工可應(yīng)當(dāng)危工單其管措資22將將工發(fā)具相質(zhì)的單產(chǎn)產(chǎn)單不生經(jīng)目場(chǎng)設(shè)發(fā)者租具安產(chǎn)件相資單或人117令1二正筑筑實(shí)招包發(fā)位當(dāng)筑程給法的包建筑實(shí)直包包當(dāng)工給應(yīng)件單量量條位位將程給有質(zhì)單建位得設(shè)程包全全管條國(guó)務(wù)第單單當(dāng)拆程包有應(yīng)等的單在在工施將列報(bào)建程在縣以方民建行管門(mén)其有門(mén)案等等明構(gòu)可毗的方方棄棄措的的當(dāng)守有民炸品的定鄉(xiāng)鄉(xiāng)廳于嚴(yán)打筑程與包行專(zhuān)治動(dòng)知蘇管2內(nèi)內(nèi)位位存將發(fā)給或具應(yīng)質(zhì)位肢包違定序及他法法定包為將將發(fā)給有應(yīng)的位人；33訂訂同應(yīng)確全并加約理117令1二正工工發(fā)單承單當(dāng)法書(shū)合明雙權(quán)和包包應(yīng)全行同的務(wù)按合定行的依擔(dān)約44的的單監(jiān)內(nèi)及權(quán)書(shū)知監(jiān)建施業(yè)117令1二正施施工監(jiān)建設(shè)應(yīng)將的程單監(jiān)內(nèi)及權(quán)面監(jiān)筑業(yè)55程程時(shí)按單列全產(chǎn)費(fèi)并定時(shí)工位全全管條國(guó)務(wù)第位位制程時(shí)應(yīng)定設(shè)安作境安工施費(fèi)的的分工全理住設(shè)單單當(dāng)照合約時(shí)付工施術(shù)施及應(yīng)全護(hù)施措保障工施全66定定工位施現(xiàn)毗區(qū)相資并證的實(shí)確完全全管條國(guó)務(wù)第建建位當(dāng)工位施現(xiàn)毗區(qū)供排供氣通播地資象觀相物物工關(guān)并料準(zhǔn)整建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文單單當(dāng)法真準(zhǔn)完的地文建筑下管員所可到周等分分程建位提工周境料自坑邊向得于開(kāi)深兩77施施標(biāo)件出大清建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文位位組勘設(shè)等在工文中危工單要工位標(biāo)根程點(diǎn)完危程單明相安管施計(jì)計(jì)11定定勘提勘文當(dāng)實(shí)確全全管條國(guó)務(wù)第單單當(dāng)照法規(guī)程設(shè)性準(zhǔn)勘提勘文當(dāng)實(shí)確滿(mǎn)設(shè)程生的22定定察件明質(zhì)可造工風(fēng)的的分工全理住設(shè)勘勘位當(dāng)工實(shí)工周境料勘文說(shuō)地件能的程建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文單應(yīng)工實(shí)工周境料勘文說(shuō)地件能的程提出技控施面議33按按律規(guī)程設(shè)性準(zhǔn)設(shè)防設(shè)不導(dǎo)生全故生全全管條國(guó)務(wù)第按按律法工建制標(biāo)行計(jì)止設(shè)合導(dǎo)產(chǎn)全的生冊(cè)冊(cè)師注業(yè)員對(duì)設(shè)責(zé)44按按在計(jì)中明安的部和并提工邊安和施安意必進(jìn)專(zhuān)計(jì)全全管條國(guó)務(wù)第單單當(dāng)慮安操防的對(duì)涉工全點(diǎn)位節(jié)設(shè)件注并防產(chǎn)全提指見(jiàn)新新新工建工特結(jié)建工設(shè)單當(dāng)設(shè)提保工業(yè)安和生安故措議冊(cè)冊(cè)師注業(yè)員對(duì)設(shè)責(zé)的的分工全理住設(shè)設(shè)設(shè)位當(dāng)計(jì)件明及工的部和提出工周境全程工的見(jiàn)要進(jìn)項(xiàng)計(jì)建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文第第設(shè)單當(dāng)設(shè)件注及大的點(diǎn)和節(jié)出障周環(huán)全工工全見(jiàn)必應(yīng)行設(shè)基程計(jì)應(yīng)備相等土程分的勘資深坑施圖通專(zhuān)審底底應(yīng)建施監(jiān)單作明55按按在計(jì)中出情下施作員全防產(chǎn)事的建全全管條國(guó)務(wù)第款款新構(gòu)材新的設(shè)和殊的設(shè)設(shè)計(jì)應(yīng)在中出施作員全防產(chǎn)事的建11管管構(gòu)按配專(zhuān)全程專(zhuān)安機(jī)械產(chǎn)產(chǎn)單的生管構(gòu)及生管員行職者者擬本安生章度作程產(chǎn)全應(yīng)救案者者本位生教培如錄全教和情；展展源識(shí)估督實(shí)單大險(xiǎn)安管施者者本位救演單單安生況及查產(chǎn)事隱提改全產(chǎn)的議糾糾章?lián)]令險(xiǎn)違反規(guī)的；實(shí)實(shí)位全整措業(yè)業(yè)負(fù)人目責(zé)專(zhuān)安產(chǎn)理安生理定住城設(shè)令華華共國(guó)從房筑市礎(chǔ)施施活建施業(yè)安生核履全產(chǎn)以及實(shí)安產(chǎn)督應(yīng)當(dāng)本定主主責(zé)是本業(yè)經(jīng)活安生作有權(quán)領(lǐng)員是是得應(yīng)執(zhí)資由業(yè)代人負(fù)責(zé)工項(xiàng)理人管管員是企專(zhuān)事全管工人包業(yè)全管機(jī)人和項(xiàng)專(zhuān)事全管工人要要人本安生作面應(yīng)當(dāng)健企全產(chǎn)體設(shè)全產(chǎn)機(jī)備全理保生督本全作消事落生目目人本安生理面應(yīng)當(dāng)項(xiàng)安產(chǎn)理明確管人全責(zé)實(shí)全管制確項(xiàng)全產(chǎn)有使工工工業(yè)職標(biāo)G22標(biāo)標(biāo)技技容：與政現(xiàn)專(zhuān)員工責(zé)專(zhuān)能專(zhuān)識(shí)及職能價(jià)基求22專(zhuān)專(zhuān)全產(chǎn)人與施許續(xù)料廳廳做建程同要?dú)w強(qiáng)筑事事管通蘇建2]]合合息素表33生生任度按求考產(chǎn)產(chǎn)單的負(fù)人單安產(chǎn)作下職全全實(shí)單員全責(zé)制強(qiáng)全標(biāo)化；定定施單全產(chǎn)制和規(guī)；定定施單全產(chǎn)和訓(xùn)；單單全產(chǎn)的效；立立實(shí)全分管隱排理重工機(jī)督檢單的生工及消產(chǎn)全隱；定定施單生安故急預(yù)；如如告產(chǎn)事產(chǎn)產(chǎn)單的安生任應(yīng)確崗責(zé)人責(zé)范考標(biāo)內(nèi)應(yīng)應(yīng)立應(yīng)制加全安產(chǎn)任實(shí)況督核證員生責(zé)的實(shí)全全管條國(guó)務(wù)第一一工位負(fù)人對(duì)單安生作面施工應(yīng)建全全責(zé)制安生育訓(xùn)制定生規(guī)度操程保單安產(chǎn)件資的對(duì)所的設(shè)進(jìn)定專(zhuān)安查并安檢錄44人人行全教和產(chǎn)產(chǎn)單應(yīng)從人行全教和保證人具要安產(chǎn)識(shí)悉關(guān)全產(chǎn)制和操規(guī)掌本的全技了故急措知身安產(chǎn)面利義未安產(chǎn)育訓(xùn)格業(yè)員得崗使使派勞的應(yīng)被遣者入位業(yè)統(tǒng)管對(duì)派動(dòng)進(jìn)位全規(guī)和操技教和勞務(wù)單應(yīng)被遣者行的全教和接接等業(yè)高等學(xué)實(shí)應(yīng)當(dāng)習(xí)生相的生教培提要?jiǎng)谧o(hù)品校當(dāng)生經(jīng)位實(shí)生行生教培應(yīng)應(yīng)立全教和檔如錄全教和的間容參員及結(jié)等產(chǎn)產(chǎn)單采工新新材者用備必解掌安技性采效安護(hù)施對(duì)業(yè)進(jìn)專(zhuān)安生育培經(jīng)經(jīng)位特業(yè)員按國(guó)關(guān)定門(mén)安業(yè)訓(xùn)得應(yīng)方可作全全管條國(guó)務(wù)第一一工位負(fù)人對(duì)單安生作面施工應(yīng)建全全責(zé)制安生育訓(xùn)制定生規(guī)度操程保單安產(chǎn)件資的對(duì)所的設(shè)進(jìn)定專(zhuān)安查并安檢錄55經(jīng)經(jīng)位同業(yè)域訂全管協(xié)相內(nèi)個(gè)個(gè)生經(jīng)位同業(yè)域行產(chǎn)活可及方安的當(dāng)訂生管議明自安產(chǎn)理和當(dāng)?shù)娜⒅嘎毴苋诵腥c調(diào)全全管條國(guó)務(wù)第設(shè)設(shè)實(shí)施承的總包對(duì)工的全負(fù)責(zé)當(dāng)當(dāng)完建程體的工法法設(shè)程給他的分同應(yīng)確自全產(chǎn)的利務(wù)總單和單對(duì)工的生承帶任服服承單安生理分位從導(dǎo)生全故由包承主任66人人供動(dòng)用勞護(hù)品須合標(biāo)或業(yè)準(zhǔn)得過(guò)期產(chǎn)產(chǎn)單必從人供合標(biāo)或業(yè)準(zhǔn)動(dòng)護(hù)并監(jiān)教從員照規(guī)佩使全全管條國(guó)務(wù)第工工應(yīng)向人提全護(hù)和全服并告危位操程違作危對(duì)對(duì)現(xiàn)的條作序作式存安問(wèn)出評(píng)舉控有拒章?lián)]令險(xiǎn)危危身全急況作人權(quán)即作或采必應(yīng)措撤危域品品管規(guī)安監(jiān)0經(jīng)經(jīng)位當(dāng)勞動(dòng)用選則16)頒的防用備準(zhǔn)有規(guī)為業(yè)配勞護(hù)品經(jīng)經(jīng)位從員供動(dòng)護(hù)必須國(guó)標(biāo)者業(yè)不得使期應(yīng)應(yīng)促教業(yè)員佩和勞防品經(jīng)經(jīng)位當(dāng)健勞護(hù)品購(gòu)驗(yàn)保發(fā)使廢制經(jīng)經(jīng)位得和用全志種動(dòng)用特勞護(hù)品本位全產(chǎn)部或理員驗(yàn)業(yè)業(yè)防用備使準(zhǔn)J409從從建改擴(kuò)和等關(guān)活的企應(yīng)本準(zhǔn)業(yè)員相的防用使免減事害職害77因因場(chǎng)和設(shè)設(shè)設(shè)置的全標(biāo)產(chǎn)產(chǎn)單應(yīng)有大因的經(jīng)場(chǎng)有設(shè)設(shè)上置顯全示全全管條國(guó)務(wù)第工工應(yīng)在現(xiàn)入施工機(jī)臨電施手入樓電孔橋隧基爆有氣體等位明全志警必國(guó)根根同工和圍及節(jié)候變?cè)诠げ上喟彩┦┦﹫?chǎng)時(shí)施的工位做現(xiàn)護(hù)所用責(zé)承或照同執(zhí)88使使全產(chǎn)產(chǎn)產(chǎn)單應(yīng)備安產(chǎn)件需資入由經(jīng)單決機(jī)主負(fù)或個(gè)營(yíng)投予保并由全產(chǎn)需資入足的果責(zé)單單當(dāng)照提和安生用專(zhuān)于善生條安生用成據(jù)列安生用取用監(jiān)理具法國(guó)財(cái)部同務(wù)急理征國(guó)有部見(jiàn)制全全管條國(guó)務(wù)第工工對(duì)入工概安作境安工施費(fèi)應(yīng)于工防用設(shè)的和新全工的實(shí)全產(chǎn)的善得作全全文明措費(fèi)使管定建0單單當(dāng)保防文工施款用財(cái)管單列全護(hù)明工項(xiàng)費(fèi)單查工位生管構(gòu)專(zhuān)全產(chǎn)人負(fù)建工全護(hù)明工的織進(jìn)現(xiàn)督查有向主部映況位位筑程防文工施的用責(zé)總單應(yīng)照規(guī)合約時(shí)分位付防明施總位規(guī)同付造單及安措發(fā)的承負(fù)任99全全安事患查制一一第款經(jīng)單當(dāng)立風(fēng)分控度照全分采應(yīng)管施應(yīng)應(yīng)立全實(shí)產(chǎn)事隱查理采取管理及時(shí)并除隱事患查情應(yīng)實(shí)錄通職會(huì)者代大信公等式業(yè)員其中大故排治況當(dāng)向有生監(jiān)理責(zé)門(mén)職會(huì)者代大告鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建所所大故是指屋筑政礎(chǔ)工以稱(chēng)屋工工存害大導(dǎo)群成濟(jì)生事產(chǎn)產(chǎn)化本G30-111查業(yè)立患治制逐建落從負(fù)人位業(yè)的患治和責(zé)制按有定織隱排理作時(shí)現(xiàn)除患行患管企依有律規(guī)準(zhǔn)范組制部崗場(chǎng)設(shè)施隱查理或查明確排的范圍容要并織相的隱患的圍括有產(chǎn)營(yíng)的所員設(shè)施活包承和應(yīng)相服圍企按有定結(jié)全產(chǎn)要特采綜查專(zhuān)查季檢假日等式患對(duì)的按的行建信并責(zé)施理有對(duì)可的患定照定理應(yīng)方的一企管11筑筑企負(fù)及目人工帶制業(yè)業(yè)人項(xiàng)責(zé)施場(chǎng)班辦建0工工應(yīng)建業(yè)責(zé)項(xiàng)負(fù)施現(xiàn)班度嚴(yán)考制制明其內(nèi)職限考懲要11產(chǎn)產(chǎn)事應(yīng)援案定組練產(chǎn)產(chǎn)單應(yīng)定單產(chǎn)全應(yīng)救案與地級(jí)地人府織的產(chǎn)事應(yīng)援案接并組演全全管條國(guó)務(wù)第工工應(yīng)制單生全故救預(yù)建應(yīng)援織配應(yīng)援員備要急援設(shè)備定組練故故預(yù)管法應(yīng)令2營(yíng)營(yíng)主負(fù)負(fù)組制實(shí)單的預(yù)并急案實(shí)和性責(zé)負(fù)人按職工實(shí)預(yù)規(guī)職產(chǎn)產(chǎn)單應(yīng)定單應(yīng)預(yù)練劃據(jù)單事風(fēng)點(diǎn)每少織綜應(yīng)案練專(zhuān)應(yīng)案練半至織次處方練易爆品險(xiǎn)學(xué)危物生經(jīng)儲(chǔ)運(yùn)位礦金冶城軌通營(yíng)筑工以及商場(chǎng)樂(lè)所游區(qū)員集經(jīng)單應(yīng)至半組次產(chǎn)事應(yīng)案練將練報(bào)所縣以方民負(fù)安產(chǎn)督職的11如如告產(chǎn)事產(chǎn)產(chǎn)單發(fā)產(chǎn)全后事場(chǎng)關(guān)應(yīng)立告單責(zé)到到報(bào)后當(dāng)速有措組搶防事大減員亡產(chǎn)失按國(guó)關(guān)定如報(bào)地有生監(jiān)理責(zé)門(mén)不瞞報(bào)報(bào)者不得破事場(chǎng)毀關(guān)據(jù)全全管條國(guó)務(wù)第單單生產(chǎn)事應(yīng)照家傷事告調(diào)理規(guī)及實(shí)責(zé)產(chǎn)理建主或有報(bào)備故應(yīng)向備督門(mén)接的當(dāng)家定上包包設(shè)程總包負(fù)上故故故和查條國(guó)4令生生事現(xiàn)關(guān)員立向位責(zé)告單責(zé)接告應(yīng)向故地級(jí)人政全產(chǎn)管部負(fù)安產(chǎn)督職的部報(bào)情緊事故有人以接故生級(jí)上政安產(chǎn)督部和安生督理的關(guān)報(bào)11單單根實(shí)況時(shí)管系補(bǔ)充性大部項(xiàng)清附安管施資建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文開(kāi)開(kāi)施工應(yīng)據(jù)實(shí)情時(shí)管系補(bǔ)充性大部項(xiàng)清附安管施資11如巡查建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文項(xiàng)項(xiàng)方實(shí)編制或目負(fù)人按部向工管人行案交底應(yīng)包工藝料設(shè)工流工條安技施以全理急置等應(yīng)方同確施場(chǎng)理應(yīng)向人進(jìn)針性全術(shù)交底方項(xiàng)職全管人同字專(zhuān)項(xiàng)方實(shí)施工應(yīng)危較的分工底錄件7管系目目人當(dāng)工場(chǎng)并巡大程施方施況大大驗(yàn)合施工應(yīng)在現(xiàn)明置置標(biāo)牌示收及任11理理和理細(xì)理理G50923規(guī)規(guī)監(jiān)監(jiān)劃在建工理同到程文后在召一工議報(bào)設(shè)位監(jiān)監(jiān)劃審：程程專(zhuān)業(yè)工師；程程后由監(jiān)單術(shù)責(zé)批監(jiān)監(jiān)劃要：；；工的內(nèi)容標(biāo)工依組形人配進(jìn)計(jì)監(jiān)人位責(zé)質(zhì)控造控進(jìn)控與息；協(xié)；全管責(zé)理制2工設(shè)在在工實(shí)程如情或發(fā)變需調(diào)理劃應(yīng)總工師專(zhuān)監(jiān)程修經(jīng)程單技責(zé)批報(bào)設(shè)采采材新新技新備程以業(yè)較危性的部工編實(shí)監(jiān)監(jiān)施則相工工始專(zhuān)監(jiān)程編并總工師監(jiān)監(jiān)施則依：；；標(biāo)工計(jì)件組設(shè)專(zhuān)施案監(jiān)監(jiān)施則內(nèi)：特特工流工要工方措在在工實(shí)程監(jiān)施則據(jù)際進(jìn)補(bǔ)修總程后項(xiàng)項(xiàng)理構(gòu)查工現(xiàn)安產(chǎn)章的立實(shí)況查工安生可及單項(xiàng)理格專(zhuān)安產(chǎn)理上證種業(yè)操證查工和施全可手定視查性大部項(xiàng)施作況22工工設(shè)中全術(shù)專(zhuān)項(xiàng)方和文施施全全管條國(guó)務(wù)第監(jiān)監(jiān)位當(dāng)施組計(jì)的技措者項(xiàng)方是合程強(qiáng)性33相相位質(zhì)全產(chǎn)證產(chǎn)核證和作人作格并好設(shè)設(shè)安生理任干見(jiàn)市028備備安監(jiān)主工容單單質(zhì)安產(chǎn)可否法經(jīng)經(jīng)專(zhuān)安產(chǎn)理是具法格否投件一作作員特業(yè)作證是法效44實(shí)實(shí)全理現(xiàn)全隱嚴(yán)施單不改不止的應(yīng)向府部報(bào)全全管條國(guó)務(wù)第款款監(jiān)單實(shí)監(jiān)程發(fā)在全隱的當(dāng)求單整情嚴(yán)應(yīng)當(dāng)施單時(shí)止并及告設(shè)施工拒整者停工程位時(shí)主報(bào)55工工制的鄰筑構(gòu)物下線項(xiàng)護(hù)理理G50923審審工場(chǎng)鄰筑構(gòu)物下線專(zhuān)保施監(jiān)程應(yīng)建單施單供工及鄰內(nèi)上下線和鄰物構(gòu)地下的關(guān)的交在交簽開(kāi)監(jiān)理師審工位的毗筑構(gòu)和下等項(xiàng)措監(jiān)師程件上見(jiàn)項(xiàng)施要總程求位重66械械全施驗(yàn)械械監(jiān)管定令6起起械裝后使位當(dāng)出安監(jiān)等單進(jìn)收或托有資的檢機(jī)行收筑重經(jīng)收后可使經(jīng)者合得77建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文理理應(yīng)結(jié)大程施方制理細(xì)并大程實(shí)專(zhuān)視查附8理理發(fā)施位按項(xiàng)工施的當(dāng)求行改及跟改況節(jié)重應(yīng)要暫施并時(shí)建單施單不改不止的監(jiān)位當(dāng)報(bào)建位工在住鄉(xiāng)設(shè)部或的監(jiān)單單當(dāng)制方超定?；y(cè)案進(jìn)專(zhuān)證監(jiān)案監(jiān)位術(shù)人核并蓋公送位實(shí)理理應(yīng)建大程管檔監(jiān)單當(dāng)照方開(kāi)測(cè)及建單送測(cè)并監(jiān)果責(zé)測(cè)果傳給監(jiān)理；現(xiàn)時(shí)及建施監(jiān)設(shè)位告設(shè)位立組關(guān)位處措11測(cè)測(cè)并行的的分工全理住設(shè)第于定行監(jiān)大建應(yīng)具勘的行編編測(cè)案測(cè)案測(cè)位負(fù)人簽并單公報(bào)監(jiān)位方施22開(kāi)開(kāi)測(cè)的的分工全理住設(shè)款款單應(yīng)照測(cè)開(kāi)監(jiān)及向單報(bào)測(cè)果對(duì)測(cè)負(fù)；異時(shí)時(shí)建設(shè)施監(jiān)單告建位當(dāng)組相位取措控控工工監(jiān)理的的圖齊效工工工全規(guī)J121基基程工具下料及及設(shè)施對(duì)施全級(jí)級(jí)基程明坑形設(shè)指明基形周護(hù)筑關(guān)線報(bào)值基基程計(jì)圖須關(guān)定專(zhuān)評(píng)基工工織必按規(guī)通家證施安級(jí)一基工應(yīng)行安監(jiān)案專(zhuān)審.2適于深大等深坑的工全用護(hù)理理理施施土開(kāi)應(yīng)制施方符超定模險(xiǎn)較分分程施位組家證地地礎(chǔ)用G0022基基程工應(yīng)制工專(zhuān)工案內(nèi)應(yīng)：護(hù)地下制土挖回施技數(shù)基程工流基程工基坑施安術(shù)施急案程測(cè)等石石程全范J820土土工應(yīng)專(zhuān)施全案應(yīng)格方實(shí)全全標(biāo)J5-1對(duì)對(duì)工保目明：方方施前編專(zhuān)工案按關(guān)進(jìn)審實(shí)危較的工應(yīng)安專(zhuān)案施位術(shù)量安專(zhuān)部行核工位負(fù)人超過(guò)規(guī)的經(jīng)家工工工全規(guī)J121基基程工具下料施施織計(jì)挖響內(nèi)塔載臨載臨坡定納設(shè)算圍工全為級(jí)坑程制工專(zhuān)方應(yīng)應(yīng)施使維過(guò)危源結(jié)編坑程安專(zhuān)案基基程工根設(shè)件結(jié)場(chǎng)件邊境要?dú)馇橹茦?gòu)案基方據(jù)潮施響制符主的定重重基坑等項(xiàng)性大部項(xiàng)施安點(diǎn)通建安2]]工工工全：必必照定審核施方超一模深工要專(zhuān)論基支須行設(shè)理理中中鄰工行基基坑邊坡盾構(gòu)爆破工業(yè)應(yīng)據(jù)情確工序法并取施相影地地礎(chǔ)用G0022支支構(gòu)工合列：施施應(yīng)行性驗(yàn)施技數(shù)的的與除合計(jì)的求應(yīng)循后的；施施拆應(yīng)對(duì)邊的護(hù)不得周建筑物近政與下等正用支構(gòu)破前應(yīng)久結(jié)周環(huán)取離措在在場(chǎng)內(nèi)可因或他誘滑崩等災(zāi)的應(yīng)采防施具發(fā)勢(shì)威構(gòu)筑地管道等設(shè)安用滑崩應(yīng)處措除患理理信信施且法工主結(jié)滿(mǎn)結(jié)承力形耐控要嚴(yán)控下續(xù)立在過(guò)中用用進(jìn)定控垂和向地地礎(chǔ)用G0022作作工符列定工工取息工且法工主結(jié)滿(mǎn)結(jié)承力形耐控要支支的除后豎構(gòu)工并到荷轉(zhuǎn)件進(jìn)并按而的拆；構(gòu)構(gòu)周?chē)鷺?gòu)水撐其帶應(yīng)計(jì)求傳構(gòu)礎(chǔ)礎(chǔ)施規(guī)G00-0內(nèi)內(nèi)凝應(yīng)柱的土續(xù)完鋼柱的土立的凝用同等時(shí)工控交面低度混土鋼管外混的升應(yīng)足樁凝漿度；用用后漿應(yīng)合范63定；混混結(jié)澆應(yīng)對(duì)表進(jìn)理澆應(yīng)取柱梁凝澆實(shí)措作作術(shù)準(zhǔn)J4-0施工根環(huán)施方求采全作境制設(shè)置排氣明電施上上步作工應(yīng)下步區(qū)內(nèi)向承托換進(jìn)變測(cè)護(hù)護(hù)規(guī)J1002構(gòu)與結(jié)相時(shí)應(yīng)按坑各計(jì)與體各計(jì)進(jìn)設(shè)與體相的之的連變調(diào)防造滿(mǎn)體構(gòu)計(jì)求支結(jié)計(jì)用結(jié)荷符程4.規(guī)尚考時(shí)結(jié)及載體計(jì)用結(jié)上力靜力理理采采隔樁工序完澆凝的鄰間大或間工間于6礎(chǔ)礎(chǔ)施規(guī)B0021灌灌排應(yīng)間成施順已成混土與樁應(yīng)于或間工間于6灌灌頂充漿泛度應(yīng)0設(shè)標(biāo)標(biāo)近面頂凝漿充鑿浮樁混強(qiáng)等滿(mǎn)設(shè)求水注凝混土應(yīng)設(shè)身度一強(qiáng)級(jí)行理理浮浮礎(chǔ)礎(chǔ)施規(guī)B0021筋籠宜取措：制制用m石并整比其易部部置重設(shè)設(shè)正位法法時(shí)宜法式的管管深大理理土土墻為支結(jié)基坑前檢泥攪的身強(qiáng)度應(yīng)合要礎(chǔ)礎(chǔ)施規(guī)B0021鋼水?dāng)噳?gòu)基挖應(yīng)水土樁樁度強(qiáng)標(biāo)符計(jì)求泥攪的身宜用試強(qiáng)驗(yàn)方定也采鉆芯度的法并應(yīng)下規(guī)強(qiáng)強(qiáng)驗(yàn)提攪完尚凝水土樁液驗(yàn)量法每抽每樁少點(diǎn)應(yīng)坑底m和底最弱處攪內(nèi)置點(diǎn)每樣制土塊強(qiáng)強(qiáng)驗(yàn)采質(zhì)機(jī)擇靠芯具取拌工d水土鉆取樣立封及行側(cè)壓度取芯及法取樁不少根取量在鉆的長(zhǎng)圍樁上少組取樣取樁同度同層基坑近設(shè)點(diǎn)鉆芯到塊度根鉆芯程樣損況乘2系孔孔完后隙注充靜靜探標(biāo)入動(dòng)探原試果液塊試或樁強(qiáng)驗(yàn)果應(yīng)系也采塊芯度驗(yàn)原試方綜驗(yàn)身礎(chǔ)礎(chǔ)施質(zhì)收準(zhǔn)50228基基挖應(yīng)水土強(qiáng)度應(yīng)合要墻度采芯確三水?dāng)嚇稊?shù)不于樁不少式割土續(xù)檢量不于點(diǎn)且少3理理應(yīng)應(yīng)整吊全算設(shè)縱桁剪等強(qiáng)籠體的施車(chē)選滿(mǎn)吊度起的求礎(chǔ)礎(chǔ)施規(guī)B0021槽槽筋應(yīng)整吊全算設(shè)縱桁剪等強(qiáng)籠體的施制作裝符列定工工與作應(yīng)整面寸足作裝求鋼鋼同制試裝采焊機(jī)連作作預(yù)導(dǎo)置并下通設(shè)設(shè)層板向距向置用用足裝及重要；在在后時(shí)；鋼鋼起前轉(zhuǎn)處加處并隨過(guò)逐除理理凝凝采導(dǎo)連澆混土面高計(jì)高mmm礎(chǔ)礎(chǔ)施規(guī)B0021凝土用管續(xù)筑應(yīng)合規(guī)：連連密牢施前拼進(jìn)密試布布離應(yīng)m段側(cè)不大5管距底為mm管放水；放放后及注凝間不于土土?xí)r應(yīng)澆要現(xiàn)混坍度0±m(xù)土度應(yīng)設(shè)度高進(jìn)配土土升度小不大埋混深應(yīng)鄰管凝高小5筑筑高設(shè)高mm理理用用搭的方應(yīng)樁偏樁垂應(yīng)有的接并成的體礎(chǔ)礎(chǔ)施規(guī)B0021圍圍體采續(xù)接工法控樁差樁直應(yīng)夠搭度形續(xù)墻施工符本第0定理理基基時(shí)停應(yīng)于設(shè)標(biāo)0m挖時(shí)將拌端漿用工礎(chǔ)礎(chǔ)施規(guī)B0021攪拌施時(shí)漿應(yīng)樁設(shè)高mm挖時(shí)將拌端漿用工理理三三泥攪架有性施向垂偏不于礎(chǔ)礎(chǔ)施規(guī)B0021三三泥攪施應(yīng)下規(guī)大大m樁采桿藝于機(jī)穩(wěn)穩(wěn)措導(dǎo)垂度不大理理應(yīng)尺高核凝的混鋼產(chǎn)和件立作進(jìn)礎(chǔ)礎(chǔ)施質(zhì)收準(zhǔn)50228施工應(yīng)放寸標(biāo)行核混土的筋凝鋼的品和接以鋼的作等行理理工工底應(yīng)一的剛度定頂承應(yīng)梁腰接固凝支達(dá)設(shè)求強(qiáng)方進(jìn)撐土挖礎(chǔ)礎(chǔ)施規(guī)B0021混混支施符下定前前除護(hù)頂泛應(yīng)應(yīng)一的剛度定宜板離用底土應(yīng)吸在底的塊；梁梁撐整筑超撐件段筑；端端冠或連牢撐撐到計(jì)的度可行下方護(hù)護(hù)規(guī)J1002支撐工符行家混凝構(gòu)程質(zhì)驗(yàn)范50定理理腰接鋼圍之隙密撐畢及各連經(jīng)合方預(yù)預(yù)均稱(chēng)施支過(guò)期應(yīng)礎(chǔ)礎(chǔ)施規(guī)B0021鋼鋼的工合列：應(yīng)應(yīng)封端端與桿應(yīng)；梁梁梁連牢鋼與護(hù)之的應(yīng)充采用梁鋼系時(shí)支與墻的應(yīng)足要；完完應(yīng)及查節(jié)連狀經(jīng)認(rèn)要后施預(yù)預(yù)應(yīng)均對(duì)分施加加中檢撐接預(yù)應(yīng)加畢在定穩(wěn)后鎖；的的撐在預(yù)力完后；用用應(yīng)期預(yù)力預(yù)應(yīng)失基形影應(yīng)預(yù)損進(jìn)償護(hù)護(hù)規(guī)J1002軸向的支施預(yù)時(shí)符列求加加的斤有靠確計(jì)置力力力應(yīng)撐線千斤在撐兩對(duì)等放且同加力壓壓分施施每力應(yīng)壓穩(wěn)m方下下壓；力至規(guī)值應(yīng)壓定0n方設(shè)預(yù)值行；壓壓程當(dāng)焊開(kāi)局壓異情應(yīng)除在對(duì)的弱行固方繼加力支支力現(xiàn)時(shí)應(yīng)施預(yù)撐當(dāng)施產(chǎn)大度時(shí)應(yīng)對(duì)撐降措當(dāng)期降產(chǎn)收使端出隙及楔楔用靠施理理土土支的不超設(shè)地范同應(yīng)入建礎(chǔ)基方礎(chǔ)礎(chǔ)施規(guī)B0021土土或合墻護(hù)釘應(yīng)建用線圍時(shí)應(yīng)鄰建礎(chǔ)基方理理工工合土水作行挖層度土豎距調(diào)逐層并工禁止開(kāi)挖及封空礎(chǔ)礎(chǔ)施規(guī)B0021土土支施配挖降等進(jìn)并合列：厚厚與釘間協(xié)步逐挖施釘禁挖施施束應(yīng)求查的拔及及閉空應(yīng)h土安噴混面在質(zhì)層時(shí)應(yīng)h土安噴混面；釘釘注后隔可一一方坡坡嚴(yán)按計(jì)求施荷應(yīng)應(yīng)排溝水護(hù)護(hù)規(guī)J1002土土后在時(shí)應(yīng)水部墻設(shè)水或其疏施；有有水對(duì)生砂孔砂粉石層過(guò)定工其筋筋的孔合列：范范存地線設(shè)應(yīng)在其置開(kāi)再成作層層狀用鏟螺沖擊地鉆孔法用成法能孔的性減孔的；不不礙時(shí)停成業(yè)在障物況采對(duì)措方繼孔的的土宜機(jī)成藝成難可注水等法護(hù)理理對(duì)對(duì)工進(jìn)收驗(yàn)地地礎(chǔ)用G0022坑坑施驗(yàn)驗(yàn)應(yīng)下規(guī)護(hù)護(hù)應(yīng)水強(qiáng)和進(jìn)檢結(jié)結(jié)地連應(yīng)混強(qiáng)樁墻整度驗(yàn)支應(yīng)的行支支對(duì)凝度截寸行鋼支對(duì)面和加行驗(yàn)桿桿行拔力驗(yàn)應(yīng)應(yīng)水度檢基灌對(duì)量回位行；應(yīng)應(yīng)底高檢；時(shí)時(shí)對(duì)填質(zhì)進(jìn)驗(yàn)礎(chǔ)礎(chǔ)施質(zhì)收準(zhǔn)50228護(hù)護(hù)施完的量應(yīng)基挖進(jìn)支結(jié)質(zhì)驗(yàn)在應(yīng)層方前行收容括量度驗(yàn)件幾寸位差平等坑坑過(guò)中根分層挖及對(duì)開(kāi)面護(hù)表量支構(gòu)變滲水以支向承的直差項(xiàng)行查強(qiáng)強(qiáng)承力控目其項(xiàng)按驗(yàn)取坑坑工驗(yàn)以證結(jié)安周環(huán)全前理理方方符規(guī)設(shè)及施方要礎(chǔ)礎(chǔ)施質(zhì)收準(zhǔn)50228土土開(kāi)的方法與計(jì)和工相致應(yīng)循撐先挖分挖嚴(yán)礎(chǔ)礎(chǔ)施規(guī)B0021基基挖間邊響內(nèi)在基坑土方爆破工業(yè)應(yīng)據(jù)情合定互的工和法要應(yīng)可的措機(jī)機(jī)土應(yīng)超場(chǎng)角方坡整采人式除坑挖底高驗(yàn)后進(jìn)墊工墊澆至圍墻坡土土程工應(yīng)取的下制施坑地位降開(kāi)下方底下小5m基基挖分度控m并配護(hù)構(gòu)置施要臨坑的深宜面墊成開(kāi)采采釘護(hù)層桿的坑應(yīng)合規(guī)：帷帷排墻度齡足計(jì)后可基開(kāi)應(yīng)應(yīng)護(hù)工調(diào)應(yīng)土土桿孔的作度土挖支工形環(huán)業(yè)應(yīng)應(yīng)分進(jìn)每開(kāi)度根釘土桿工面定滿(mǎn)設(shè)況求層段不大m開(kāi)開(kāi)應(yīng)時(shí)土土桿工短支露間一土護(hù)土桿護(hù)后養(yǎng)間強(qiáng)足計(jì)后方挖一方設(shè)設(shè)支的開(kāi)應(yīng)挖限減小無(wú)撐的間間工工工全規(guī)J121基基挖應(yīng)設(shè)工求分分限限和對(duì)稱(chēng)的法外尚合列：械械輸輛接入進(jìn)施業(yè)應(yīng)措保道定道度大寬應(yīng)行要放施按進(jìn)的的不在建及周影圍堆當(dāng)堆應(yīng)行力相定驗(yàn)邊邊部坑大積完后不不撞程圍墻撐立立樁水管測(cè)等挖挖范內(nèi)下時(shí)采有降與措地宜每方挖下m0m基基挖按后限對(duì)層等的定序超減無(wú)露間混撐到求后下開(kāi)支質(zhì)并要預(yù)進(jìn)土護(hù)護(hù)規(guī)J1002基基應(yīng)符列定構(gòu)構(gòu)強(qiáng)達(dá)挖段計(jì)度方向挖對(duì)預(yù)力的護(hù)應(yīng)在預(yù)力方開(kāi)層方土墻在釘射凝層養(yǎng)間于方挖土；結(jié)結(jié)計(jì)定工序挖度開(kāi)；桿桿釘工面開(kāi)與桿釘高宜于mm挖挖械得或害腰梁釘墻內(nèi)撐連件件害施基樁用用時(shí)地位下方在后挖露露際層或下況設(shè)據(jù)勘料顯或出常象明體應(yīng)止在采應(yīng)理后可挖；坑應(yīng)應(yīng)擾基力層狀構(gòu)軟軟坑挖符下定分構(gòu)構(gòu)樁礎(chǔ)礎(chǔ)已完時(shí)根開(kāi)下土狀限層挖；支支支結(jié)宜用方澆凝支安鋼；挖撐業(yè)應(yīng)及行撐工水水墻沿土方分段每一區(qū)的不大m基基挖支構(gòu)用應(yīng)按要對(duì)進(jìn)維時(shí)時(shí)在頂?shù)兹〉呐攀┡偶煞朗┑氐刈骰瘽B理的的用應(yīng)放統(tǒng)得入內(nèi)水水水有時(shí)應(yīng)進(jìn)疏排截源底底應(yīng)時(shí)混土和體結(jié)施結(jié)結(jié)工結(jié)墻基壁間時(shí)填支支構(gòu)基邊境本程23的警或他時(shí)應(yīng)停開(kāi)并根險(xiǎn)生因可一發(fā)破形采控加措危消方可開(kāi)必應(yīng)對(duì)部采坑填面土?xí)r撐急施危由水道坑體造時(shí)應(yīng)時(shí)截滲水疏水措重重基坑等項(xiàng)性大部項(xiàng)施安點(diǎn)通建安2]]工工工全：要要按專(zhuān)工案實(shí)相理員在場(chǎng)監(jiān)現(xiàn)專(zhuān)方的要整鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建列列之的判為事隱方方且采效施工工監(jiān)理主主響范的鄰物建筑物下線措符范專(zhuān)工案求全全條單單因設(shè)施可成害鄰筑構(gòu)物下線應(yīng)采項(xiàng)護(hù)礎(chǔ)礎(chǔ)施規(guī)B0021板板護(hù)基近地管應(yīng)采力樁工并用孔根環(huán)況制施速鋼鋼施應(yīng)下規(guī)工工應(yīng)用沉?xí)r土振響工方并用漿施制樁出于體造的設(shè)下重重基坑等項(xiàng)性大部項(xiàng)施安點(diǎn)通建安2]]工工工全：必必取效保護(hù)主影范內(nèi)構(gòu)筑地管全建建市基施程性大部項(xiàng)實(shí)細(xì)蘇建2文位位依提實(shí)準(zhǔn)完的地水質(zhì)建筑物下上線人集所工能到工邊境料有坑部工的設(shè)位供工邊境范自底邊外得基開(kāi)度兩鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建列列之的判為事隱坑坑施可成害鄰要物構(gòu)和下等專(zhuān)防施理理排排施合及項(xiàng)方的安安程工操規(guī)石與工D3726基基挖應(yīng)地積并有排防施不現(xiàn)面入坑象排排施盡原排施適充利然排道并對(duì)進(jìn)要疏如用污官水污經(jīng)沉粗濾可放應(yīng)應(yīng)地設(shè)水壩水；施也坑土擋堤的的度平區(qū)少澤不地不應(yīng)合并有利有水施道溝溝尺應(yīng)當(dāng)氣料按期的流確排溝坡根質(zhì)溝定一~巖可可放溝溝水應(yīng)在離構(gòu)筑低地并持暢冬工排溝出應(yīng)止溝溝損農(nóng)道并破附構(gòu)筑地和方邊臨截與坡緣離根土定一宜于時(shí)溝最水于腳為m上地地件雜陡的地下洞邊有水坡處水較有可生坡塌故施應(yīng)勘單設(shè)單出盡水案重重基坑等項(xiàng)性大部項(xiàng)施安點(diǎn)通建安2]]工工工全：必必取坑地水下控施防現(xiàn)水水沙期工當(dāng)施場(chǎng)水進(jìn)檢維保水通理理制制符規(guī)專(zhuān)施案要地地礎(chǔ)用G0022地地控施符下定系系能足和下排要地排統(tǒng)采滲施灌灌應(yīng)置觀井出出及水應(yīng)足要；后后對(duì)水取井；土土基工工應(yīng)防水基的措礎(chǔ)礎(chǔ)施規(guī)B0021地地控應(yīng)基開(kāi)響圍潛上水承控用應(yīng)水降水下應(yīng)應(yīng)擬場(chǎng)工地水地周環(huán)件以坑護(hù)和水等件合似經(jīng)編水工基基水進(jìn)境響根據(jù)要采水幕外灌減對(duì)造影措依依地水質(zhì)件礎(chǔ)模挖度土的性等選集排降及灌法獨(dú)合用用下制法用件合1規(guī)工工工全規(guī)J3103地地和表制根計(jì)件坑挖工地水地件基邊境編施織計(jì)工案降降施方包各的程率排路寸料路水位尺電置降系應(yīng)水排政網(wǎng)水道采措止排水灌基當(dāng)當(dāng)設(shè)的方不設(shè)要或基坡或等法水計(jì)實(shí)時(shí)反設(shè)位整制定措當(dāng)當(dāng)內(nèi)現(xiàn)局深可采水排溝技施并整降統(tǒng)效抽抽采措制水量含控應(yīng)設(shè)要并滿(mǎn)關(guān)范當(dāng)當(dāng)結(jié)或處施應(yīng)采施止注漿工為管點(diǎn)失當(dāng)當(dāng)下的水響坑全應(yīng)取土加降承頭治施應(yīng)應(yīng)中期預(yù)資集編雨根氣報(bào)調(diào)施度降應(yīng)已未行的壁覆措并配備時(shí)基內(nèi)當(dāng)當(dāng)下或水制引基邊構(gòu)物地線生沉?xí)r查原采有制施10降間據(jù)工設(shè)配電組應(yīng)行的電演拔除井案足計(jì)并應(yīng)工織中現(xiàn)土及中工土水宜采合添降低帷滲數(shù)并帷滲數(shù)行當(dāng)檢果滿(mǎn)計(jì)求應(yīng)行復(fù)幕與樁不在隙環(huán)保計(jì)求時(shí)應(yīng)注與帷之取漿等施1.行統(tǒng)力纜接須業(yè)員井管泵安采起備護(hù)護(hù)規(guī)J1002地地控應(yīng)工地水地件基邊境及護(hù)形選水降集明法其當(dāng)當(dāng)會(huì)基邊地管道等?；蚓吵刹挥皯?yīng)采水法地水用掛幕應(yīng)采坑水并據(jù)文條結(jié)外灌鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建程程列形的應(yīng)為大隱基基塌險(xiǎn)之且時(shí)理出出量水土工工下情一應(yīng)為大隱：帶帶工采關(guān)施地水措失繼施出出水涌局坍支結(jié)曲形現(xiàn)縫有斷趨未采措理理符符范專(zhuān)工案求石石程全規(guī)J1009除除支設(shè)許基不堆堆置工工工全規(guī)J121條條周5內(nèi)堆m制坑邊重車(chē)行當(dāng)設(shè)中慮載輛行必按要進(jìn)嚴(yán)超重重基坑等項(xiàng)性大部項(xiàng)施安點(diǎn)通建安2]]工工工全：施施料設(shè)車(chē)荷禁過(guò)要的荷限測(cè)測(cè)施工監(jiān)理監(jiān)測(cè)監(jiān)監(jiān)及查范及工要地地礎(chǔ)用G0022安安級(jí)一二的結(jié)在開(kāi)過(guò)支結(jié)用內(nèi)須行結(jié)的位監(jiān)基開(kāi)響圍構(gòu)地降基基程測(cè)符下定施施應(yīng)編坑程方；坑坑結(jié)的等周境件護(hù)型工地定坑監(jiān)項(xiàng)監(jiān)點(diǎn)監(jiān)測(cè)監(jiān)測(cè)和測(cè)值應(yīng)應(yīng)位深監(jiān)地回施對(duì)灌水進(jìn)測(cè)工工行過(guò)程測(cè)程程技標(biāo)B9921基基程工應(yīng)建委具應(yīng)力三對(duì)工實(shí)場(chǎng)測(cè)測(cè)位制測(cè)監(jiān)測(cè)應(yīng)建設(shè)計(jì)認(rèn)必還與周環(huán)及有理位一后實(shí)礎(chǔ)礎(chǔ)施規(guī)B0021結(jié)構(gòu)基坑期以護(hù)構(gòu)期應(yīng)護(hù)構(gòu)邊境況時(shí)巡場(chǎng)應(yīng)無(wú)象展面面路裂陷建建圍開(kāi)傾；水水水破燃管；表表裂松松錨夾動(dòng)腰支變連破；變變開(kāi)；釘釘土釘層裂動(dòng)和和帷滲漏流；水水基坑不暢工工工全規(guī)J3103工和中采種式安監(jiān)對(duì)特求安級(jí)一基工應(yīng)據(jù)現(xiàn)施業(yè)劃基施全測(cè)預(yù)護(hù)護(hù)規(guī)J1002支支結(jié)頂平移點(diǎn)間宜于土重重?fù)蹴斊揭泣c(diǎn)間宜于且邊邊測(cè)不于坑邊筑的基坑中及條較部應(yīng)監(jiān)點(diǎn)基基邊筑降測(cè)設(shè)在物結(jié)柱上應(yīng)別行垂坑的上設(shè)建物坑側(cè)行坑向的間不于垂邊邊上測(cè)宜置隔墻構(gòu)部垂于方上點(diǎn)圍反建基的差必可在物部測(cè)地地線降當(dāng)采量面的接時(shí)其應(yīng)設(shè)線上當(dāng)線為性時(shí)宜點(diǎn)置性面對(duì)埋性線在線豎井兩等裂設(shè)點(diǎn)測(cè)平距大道道降測(cè)間不于且路路測(cè)不于要沿方可多測(cè)對(duì)對(duì)地沉支結(jié)部平錨桿支撐立柱支護(hù)沉擋件力下位壓隙進(jìn)時(shí)點(diǎn)在筑坑部條的監(jiān)監(jiān)宜的的分工全理住建目目安生理員對(duì)項(xiàng)方實(shí)況行監(jiān)對(duì)照項(xiàng)方施應(yīng)當(dāng)立整并時(shí)項(xiàng)負(fù)項(xiàng)目人當(dāng)組限改施位當(dāng)規(guī)對(duì)工進(jìn)工測(cè)全視現(xiàn)及安的情當(dāng)織員險(xiǎn)理理應(yīng)結(jié)大程施方制理細(xì)并大程實(shí)專(zhuān)視查鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建程程列形的應(yīng)為大隱：施施進(jìn)第監(jiān)；基基塌險(xiǎn)之且時(shí)理或或建物值過(guò)變控；出出量水土出出涌失失深超徑理理數(shù)數(shù)過(guò)警或現(xiàn)周邊構(gòu)筑管失壞兆應(yīng)即基危位土挖其風(fēng)的作進(jìn)險(xiǎn)估采應(yīng)置施地地礎(chǔ)用G0022基基程測(cè)超預(yù)或出坑周構(gòu)筑管失壞兆應(yīng)即基危位土挖其風(fēng)的作行估取置護(hù)護(hù)規(guī)J1002測(cè)數(shù)現(xiàn)巡果及理反當(dāng)現(xiàn)危征應(yīng)即：位位到計(jì)的移；位位率長(zhǎng)收；構(gòu)構(gòu)內(nèi)超設(shè)值建建道地沉達(dá)計(jì)定降傾值基邊道地裂構(gòu)構(gòu)現(xiàn)響結(jié)安的壞局局塌現(xiàn)現(xiàn)現(xiàn)；流流管現(xiàn)支支構(gòu)基邊境本程23的警或他時(shí)應(yīng)停開(kāi)并根險(xiǎn)生因可一發(fā)破形采控加措危消方可開(kāi)必應(yīng)對(duì)部采坑填面土?xí)r撐急施危由水道坑體造時(shí)及采斷漏疏排等施建建市基施程性大部項(xiàng)安管施則19單單當(dāng)照方開(kāi)測(cè)及建單送測(cè)并監(jiān)果責(zé)測(cè)果傳給監(jiān)理；現(xiàn)時(shí)及建施監(jiān)設(shè)位告設(shè)位立組關(guān)位處措理理員員專(zhuān)梯合范項(xiàng)工的求坑邊裝護(hù)石石程全規(guī)J1009開(kāi)開(kāi)度過(guò)周必裝護(hù)防護(hù)應(yīng)合規(guī)：欄度低2欄由及桿；桿2下地宜3m桿地以2m間不于m離邊宜于m欄加目全擋板全影上下封；板度小0擋沿沿高不于m護(hù)安安固材有夠度基基宜置工員的用梯道扶欄梯的不小道折應(yīng)合求求330井水井應(yīng)防蓋圍設(shè)顯警志降成及填重重基坑等項(xiàng)性大部項(xiàng)施安點(diǎn)通建安2]]工工工全：應(yīng)應(yīng)求取防措設(shè)作員下通理理無(wú)無(wú)裂基邊筑明變程程技標(biāo)B9921出出列況時(shí)必即行報(bào)并知關(guān)對(duì)坑結(jié)和環(huán)保象取措坑構(gòu)值顯基流涌陷結(jié)結(jié)支或體出大形屈斷松或的象建建結(jié)部現(xiàn)害的形；地地現(xiàn)嚴(yán)突裂地空地下管管形然增或裂泄；經(jīng)經(jīng)融環(huán)基周體度上發(fā)顯凍形工工計(jì)提其危警況根當(dāng)程驗(yàn)出現(xiàn)必進(jìn)險(xiǎn)警況工工工全規(guī)J3103基基程工鄰建開(kāi)及事時(shí)根具況取處措基基挖回壓或或降調(diào)基基圍用加土物物偏案織施時(shí)時(shí)時(shí)散必必合坑設(shè)圖專(zhuān)施案要應(yīng)先挖原地地礎(chǔ)用G0022支支構(gòu)工合列：施施應(yīng)行性驗(yàn)施技數(shù)的的與除合計(jì)的求應(yīng)循后的；施施拆應(yīng)對(duì)邊的護(hù)不得周建筑物近政與下等正用支構(gòu)破前應(yīng)久結(jié)周環(huán)取離措礎(chǔ)礎(chǔ)施規(guī)B0021支支統(tǒng)施拆順與護(hù)的計(jì)一應(yīng)執(zhí)先挖原立穿體構(gòu)以支越下墻部有水措支支除在可換達(dá)設(shè)求進(jìn)支拆符下定土土拆可機(jī)拆爆拆土土的除根支構(gòu)點(diǎn)久構(gòu)順現(xiàn)面置定除；拆拆筋凝撐爆宜鋼凝支工預(yù)爆前切支圍或結(jié)連部護(hù)護(hù)規(guī)J221結(jié)構(gòu)工拆序應(yīng)計(jì)況必須先撐挖原除應(yīng)換撐構(gòu)件換要承力行當(dāng)結(jié)底樓分筑設(shè)澆時(shí)在塊或澆設(shè)可傳構(gòu)支的應(yīng)據(jù)材形尺等情采工機(jī)爆等全全標(biāo)J5-1：基結(jié)結(jié)拆方拆順?lè)麑?zhuān)工案求重重基坑等項(xiàng)性大部項(xiàng)施安點(diǎn)通建安2]]工工工全：必必到支開(kāi)嚴(yán)挖及填采撐支構(gòu)達(dá)除件禁除11理理部部上置向橫地符范專(zhuān)工案手手全術(shù)標(biāo)G1121作作手底桿應(yīng)縱和掃桿懸懸手立部與支結(jié)靠接在桿設(shè)縱地并斷置剪撐平撐撐腳應(yīng)外面內(nèi)向橫隔9至續(xù)一豎刀；層豎隔大設(shè)道剪撐應(yīng)底桿設(shè)向橫地的滿(mǎn)撐手設(shè)度超m比應(yīng).5外立內(nèi)縱橫間大至續(xù)一豎刀；頂掃設(shè)層向隔過(guò)設(shè)一平刀應(yīng)底桿設(shè)向橫地通通范2222腳腳底立設(shè)縱橫掃掃地與鄰連牢懸懸手立部與支結(jié)靠接在桿設(shè)縱地并斷置剪撐平撐件件管手全術(shù)J3001腳腳必設(shè)橫向桿縱地應(yīng)直扣定距底不0處上橫地應(yīng)直扣定緊向地方立式式腳架技標(biāo)G829門(mén)門(mén)業(yè)手底門(mén)端設(shè)橫掃縱向掃桿定距立底大0的桿桿橫掃宜定靠向桿方架桿扣扣管手全術(shù)J6606腳腳的平按距向橫續(xù)置得失立的碗處置道水桿向平為地掃桿地高應(yīng)過(guò)m平掃應(yīng)相桿接插插扣鋼架全規(guī)J/2-0支支可底桿人長(zhǎng)不于m桿長(zhǎng)宜于m為桿底水中線可底底不于m安安程工操規(guī)工G//726搭搭桿符列求須須縱橫地縱地應(yīng)直扣定距上不0處上橫地亦用角固在縱掃下的上當(dāng)基不一度必須處縱地向延兩立固高差大邊方桿線坡距應(yīng)于m挑挑管手全術(shù)D2/21鋼鋼手應(yīng)成排步距大桿應(yīng)縱和掃桿向地采直件定懸鋼表不0處上橫地緊向地方直件定桿22理理符符范專(zhuān)工案手手全術(shù)標(biāo)G1121作作手應(yīng)計(jì)算造求連件應(yīng)合規(guī)采采承壓拉的并應(yīng)筑構(gòu)體接水水距得向距超墻之體懸度應(yīng)轉(zhuǎn)轉(zhuǎn)開(kāi)口業(yè)手部增墻連的直不大筑層且應(yīng).通通范0-0作作手應(yīng)計(jì)算造求連件應(yīng)合要：承承和力性件應(yīng)工構(gòu)架接固水水距得向距超墻之體懸度應(yīng)轉(zhuǎn)轉(zhuǎn)開(kāi)口業(yè)手部增墻連豎間應(yīng)于物高不大作作手連安應(yīng)下規(guī)安安隨業(yè)架設(shè)進(jìn)；手手作高鄰墻及上在層件裝前應(yīng)臨拉施件件管手全術(shù)J3001腳腳連件的置量按施方定腳腳連件的置滿(mǎn)本的算外還合4規(guī)連連的置合列：節(jié)節(jié)置偏節(jié)的不大0第第縱水處始當(dāng)該置困應(yīng)采他靠固；用用布或方形連連中連應(yīng)水置當(dāng)水設(shè)應(yīng)向架端連連連必采承拉壓的對(duì)高m雙腳應(yīng)采性墻建物當(dāng)當(dāng)架部能連時(shí)采傾措當(dāng)設(shè)時(shí)拋采通件并轉(zhuǎn)件在手與地傾應(yīng)連點(diǎn)至節(jié)距不于m撐連搭后拆架架過(guò)有作作應(yīng)采上翻用連施式式腳架技標(biāo)G829業(yè)腳應(yīng)設(shè)算構(gòu)求置件建構(gòu)結(jié)墻設(shè)位和應(yīng)專(zhuān)工案應(yīng)按的置預(yù)件應(yīng)合規(guī)：采采承壓拉的并應(yīng)筑構(gòu)體接；從從腳架層步設(shè)連之架懸高應(yīng)過(guò)作作手的處開(kāi)腳架增連連墻豎間應(yīng)于物層且應(yīng)..1作手墻的除滿(mǎn)標(biāo)的要外應(yīng)足2.要應(yīng)靠架橫置.2應(yīng)在的桿宜水置當(dāng)水設(shè)與門(mén)業(yè)手接端低與結(jié)連端連的度于扣扣管手全術(shù)J6606雙雙手連的置合列：采采承壓拉的并應(yīng)筑構(gòu)體接；墻墻設(shè)在水面墻的投間得過(guò)豎向間不過(guò)步墻之體懸度得兩；轉(zhuǎn)轉(zhuǎn)開(kāi)口排手端應(yīng)連件墻的垂間應(yīng)于物層且應(yīng)m從從第道桿開(kāi)置采采形置可用布；的的桿呈設(shè)也用墻于體傾設(shè)式設(shè)設(shè)靠有水桿扣點(diǎn)當(dāng)用扣做件連應(yīng)立接連距體主點(diǎn)不大0手手部不置墻應(yīng)采靠防措但墻的高不過(guò)插插扣鋼架全規(guī)J/121連連的置合列：采采承拉荷的桿并建主構(gòu)架接固靠靠平的節(jié)設(shè)墻墻在一面水距應(yīng)墻之體懸度得轉(zhuǎn)轉(zhuǎn)或口排手端應(yīng)層置豎間應(yīng)于從從第道桿開(kāi)置采采形置可用布；均均布下下能設(shè)件宜搭多手并斜成面梯懸懸鋼腳的計(jì)入項(xiàng)的項(xiàng)方下設(shè)容架架與體的接挑力應(yīng)位體構(gòu)力算架架架構(gòu)的載算承承的算懸懸力上管手連件別算墻件度穩(wěn)計(jì)與的接計(jì)算照家標(biāo)建工件管手全術(shù)J30進(jìn)行采鋼件連時(shí)還扣的承力算安安程工操規(guī)工G//726為為止手內(nèi)向覆必勻布置承力拉連件設(shè)墻符下求設(shè)設(shè)距符5規(guī)第第縱水處始剛連當(dāng)該置難應(yīng)用可措定連宜近點(diǎn)節(jié)節(jié)距不于m墻有用形也可方矩置開(kāi)開(kāi)腳架端須連件墻的間不于筑層并大在在下雙雙手宜剛連與筑靠接可用和撐使的聯(lián)用用拉的連件22上雙雙手應(yīng)剛連與筑靠接的的桿拉呈平當(dāng)不平置與手接一下不用斜；墻拉拉壓的采用必配撐頂可地混土柱等部拉采兩上徑鋼一一使時(shí)小可用不于鋼下下不設(shè)件刻拋拋采通件腳可聯(lián)與面斜應(yīng)聯(lián)點(diǎn)至節(jié)距不于m撐連搭后拆；手施作高墻采臨定施到一墻搭后可情拆44有作作應(yīng)采抗升作的措挑挑管手全術(shù)D2/21鋼鋼手連必采性墻直與結(jié)可接連的置合列：節(jié)節(jié)置偏節(jié)的不大0懸懸的一開(kāi)設(shè)有難應(yīng)取可措定置置能平時(shí)與架接端應(yīng)與體連的；開(kāi)開(kāi)腳架端須連件豎間應(yīng)于物層且大步連連的置除滿(mǎn)算求尚符.規(guī)鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建工工下情一應(yīng)為大隱：連連或墻層失33理理設(shè)設(shè)規(guī)及施方求通通范0-0腳腳立間步應(yīng)設(shè)確手架平應(yīng)距縱橫通續(xù)置應(yīng)相桿接扣扣管手全術(shù)J6606當(dāng)當(dāng)二裝業(yè)二業(yè)手外密全封常用腳架的計(jì)雙腳結(jié)的尺和允搭度符.的件件管手全術(shù)J3001常常目安全閉雙腳結(jié)的尺可.--1-.開(kāi)滿(mǎn)手結(jié)設(shè)尺可表.1插插扣鋼架全規(guī)J/121腳腳搭步應(yīng)過(guò)當(dāng)當(dāng)型桿載值于N型載計(jì)于5腳頂距比步縮5m對(duì)對(duì)步為m架應(yīng)支架高支型及軸力值行斜布豎斜符符622當(dāng)當(dāng)架設(shè)大m層距每布向桿當(dāng)當(dāng)架設(shè)超圍有結(jié)時(shí)沿度隔距圍成結(jié)行靠支支應(yīng)高間準(zhǔn)應(yīng)水剪并應(yīng)現(xiàn)行準(zhǔn)建工件管手JJ10水平撐有定當(dāng)當(dāng)立架搭支時(shí)應(yīng)度間距鄰立架拉當(dāng)當(dāng)雙外架或高4上應(yīng)使要擇體尺相平步宜于安安程工操規(guī)工G//726低低鋼腳的距桿距距別大8mm挑挑管手全術(shù)D2/21鋼鋼手應(yīng)成排步距大桿應(yīng)縱和掃桿向地采直件定懸鋼表不0處上橫地緊向地方直件定桿腳腳立接符下定除除頂外余層接必用接連接接應(yīng)錯(cuò)兩根立的不設(shè)同內(nèi)步隔立的相接高方開(kāi)距宜于m接心節(jié)的不大距344理理符符范專(zhuān)工案手手全術(shù)標(biāo)G1121在在腳架向側(cè)上設(shè)向刀并符列定撐撐度為不小不于刀桿平的應(yīng)在在下在在兩轉(zhuǎn)中每超m一剪并由頂續(xù)；設(shè)上上在全立上至連置架架著升手應(yīng)外立由至續(xù)置當(dāng)當(dāng)豎斜豎向立替業(yè)手向刀應(yīng)符列定手手端轉(zhuǎn)應(yīng)設(shè)道在在下每每一；高在以應(yīng)應(yīng)一；豎斜應(yīng)向呈字置斜斜豎向拉應(yīng)業(yè)手側(cè)鄰立間至按續(xù)置件件管手全術(shù)J3001雙雙手應(yīng)剪撐向撐排手設(shè)剪單單排手刀的應(yīng)合規(guī)撐撐立的應(yīng)表6.規(guī)每寬于小面在桿桿長(zhǎng)采接對(duì)搭應(yīng)本范3第定桿桿旋扣定與交橫平的端立旋轉(zhuǎn)中線節(jié)的不大064腳橫撐設(shè)符下定應(yīng)應(yīng)一間底頂之形布斜固應(yīng)本范5第定44的型腳架設(shè)向高度m封型架除應(yīng)置斜外應(yīng)隔置道式式腳架技標(biāo)G829門(mén)門(mén)手應(yīng)剪撐刀的應(yīng)合規(guī)：桿桿角為采采轉(zhuǎn)件架桿關(guān)件；撐撐度應(yīng)且不于m宜于且不于m.))剪剪均由頂續(xù)；桿桿長(zhǎng)符標(biāo)第.8定門(mén)門(mén)業(yè)手側(cè)面刀的應(yīng)合規(guī)：架架級(jí)為剪刀按列設(shè)：腳腳的角開(kāi)型及間不過(guò)外上上置道撐.)腳腳的側(cè)上設(shè)撐應(yīng)體度每隔架外上別一水固架架級(jí)為門(mén)式腳架立可置刀扣扣管手全術(shù)J6606當(dāng)當(dāng)鋼扣刀代向撐.)合列：設(shè)設(shè)在下在在兩轉(zhuǎn)中間超m置道剪撐.a架設(shè)在以應(yīng)應(yīng)體側(cè)面續(xù)豎剪.b撐撐度為不小不于剪剪應(yīng)底連設(shè)插插扣鋼架全規(guī)J/121支支應(yīng)高間準(zhǔn)應(yīng)水剪并應(yīng)現(xiàn)行準(zhǔn)建工件管手全術(shù)J13管剪的關(guān)支支檢與應(yīng)合規(guī)：體體合計(jì)搭設(shè)和桿刀等應(yīng)合準(zhǔn)定作作檢與應(yīng)合規(guī)：體體合計(jì)斜桿刀設(shè)符本第定安安程工操規(guī)工G//726搭搭刀與斜應(yīng)下要架架剪撐排手設(shè)剪與向剪刀橫斜隨桿向橫平等搭各斜下必支墊和上撐撐立的宜照.8確定道刀度應(yīng)不小刀地傾角544的雙手必側(cè)兩置刀應(yīng)頂置各撐凈大m在上腳在面度上置接接采搭搭應(yīng)合5第定用用扣固與相橫水的出立上轉(zhuǎn)件線主的離大0應(yīng)應(yīng)一間底頂之形布斜固應(yīng)第.1定開(kāi)開(kāi)雙腳的端須置斜44的型腳架設(shè)向高度m封型架除應(yīng)置斜外間每一桿桿作時(shí)批可時(shí)除架斜但業(yè)后須恢挑挑管手全術(shù)D2/21鋼鋼手外須全全連置刀每剪跨不于不于應(yīng)于水夾在5分分挑鋼手立剪撐件在處全開(kāi)不下續(xù)55理理規(guī)規(guī)專(zhuān)施案求通通范B5222腳腳地應(yīng)下規(guī)力力形求水水搭設(shè)不積應(yīng)應(yīng)防脹件件管手全術(shù)1321對(duì)對(duì)在面筑構(gòu)腳架對(duì)撐的筑進(jìn)承驗(yàn)當(dāng)滿(mǎn)承要時(shí)取靠固施腳腳地與的工根腳所荷搭高搭場(chǎng)質(zhì)況行家建筑基工工量規(guī)B00關(guān)進(jìn)壓壓土基合行標(biāo)建基礎(chǔ)規(guī)B0關(guān)灰應(yīng)行準(zhǔn)地工質(zhì)規(guī)B0關(guān)立立板底面高于然0m腳腳基經(jīng)合后按工設(shè)或方的放定式式腳架技標(biāo)JTT2-1根根同基和設(shè)條門(mén)手的應(yīng)合6規(guī)門(mén)門(mén)手的場(chǎng)應(yīng)堅(jiān)并合列：土層逐層；水順不有搭搭式業(yè)架地高高然坪0m當(dāng)當(dāng)腳架在面筑構(gòu)門(mén)架下鋪板扣扣管手全術(shù)J6606腳腳基必專(zhuān)施案行應(yīng)根基載求現(xiàn)家準(zhǔn)筑基工施量收G20定驗(yàn)當(dāng)當(dāng)土均原土力滿(mǎn)求基軟地應(yīng)進(jìn)理壓地應(yīng)現(xiàn)國(guó)準(zhǔn)建基礎(chǔ)規(guī)G00關(guān)基符行家建筑基工工量規(guī)B00關(guān)地地基經(jīng)合后按項(xiàng)方的放定當(dāng)當(dāng)架礎(chǔ)面既筑構(gòu)雷型臨支構(gòu)不載的筑按計(jì)進(jìn)對(duì)型時(shí)構(gòu)關(guān)臨結(jié)驗(yàn)地地基經(jīng)合后按項(xiàng)方的放定腳手基全圍嚴(yán)行掘插插扣鋼架全規(guī)J/121腳腳基應(yīng)項(xiàng)工進(jìn)施并按承力進(jìn)驗(yàn)?zāi)_架地基收格設(shè)土土基的下采調(diào)座板墊長(zhǎng)不于當(dāng)當(dāng)高較可利桿點(diǎn)配可座行(.)不不腳架影范進(jìn)挖業(yè)鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建工工下情一應(yīng)為大隱：工工地基載和不足要；66理理配配合范項(xiàng)工要扣規(guī)進(jìn)樣試手手全術(shù)標(biāo)G1121腳腳所鋼采現(xiàn)家準(zhǔn)縫焊G133壓體用接GB39定通其材符現(xiàn)家準(zhǔn)素構(gòu)B/0中5鋼低金度構(gòu)B/515鋼定鋼徑壁外允差符.0規(guī)定腳腳所用鋼鋼圓應(yīng)國(guó)現(xiàn)關(guān)準(zhǔn)定其應(yīng)合國(guó)標(biāo)碳結(jié)G705低合強(qiáng)結(jié)G155規(guī)鑄鑄鑄制構(gòu)件應(yīng)合國(guó)標(biāo)可鑄G90-30一程造鋼B1127-0規(guī)木木架要桿應(yīng)剝木葉木材應(yīng)下規(guī)撐撐符現(xiàn)家準(zhǔn)結(jié)設(shè)范50重結(jié)定2連連應(yīng)合國(guó)標(biāo)木構(gòu)規(guī)G00重原定通通范B5222腳腳材與件性標(biāo)滿(mǎn)手使需質(zhì)符國(guó)行關(guān)的定腳腳材與件有質(zhì)合明件腳腳所桿構(gòu)件套用應(yīng)足方及要腳腳材與件使期應(yīng)檢類(lèi)保不應(yīng)廢形記對(duì)對(duì)法過(guò)分外查測(cè)查定的料配通確力腳腳結(jié)設(shè)算依工況具代的不件構(gòu)以其利面不工為算計(jì)算的取合列；力力的件配；距距距化何狀力性部的構(gòu)配體體變處弱的構(gòu)配上上中載時(shí)尚取中作范受最桿構(gòu)腳腳桿和件度凈面；件配穩(wěn)疫形毛面件件管手全術(shù)J3001腳腳鋼應(yīng)現(xiàn)國(guó)準(zhǔn)直焊管/T73壓流送焊管GT0規(guī)定35管；的材應(yīng)合國(guó)標(biāo)碳結(jié)GB705鋼定新新的查合列質(zhì)質(zhì)格；檢檢告鋼質(zhì)驗(yàn)應(yīng)合國(guó)標(biāo)金材溫伸方GT2有其合應(yīng)應(yīng)光不裂疤錯(cuò)彎壓的壁等應(yīng)本有有漆舊舊的查合列：深深符本表.銹蝕應(yīng)年檢查應(yīng)銹重鋼抽三在根嚴(yán)的橫截樣查銹深過(guò)定不使變變符本表.扣扣收符列定生生可法測(cè)位試告品量證當(dāng)件量疑按家鋼架G8規(guī)檢件件進(jìn)防理術(shù)術(shù)應(yīng)合國(guó)標(biāo)鋼腳扣G53關(guān)件件管手全術(shù)1321腳腳的查合列手手檢應(yīng)下規(guī)產(chǎn)產(chǎn)量格合合范1號(hào)且不裂開(kāi)硬；均均防；防措竹檢下應(yīng)應(yīng)本范3定寬厚允差符行家木結(jié)程工驗(yàn)規(guī)B00定得扭變劈腐腳板竹竹腳板料符規(guī)第.4定懸懸手用的量合規(guī).條并行鋼施收0可可撐檢符下定質(zhì)質(zhì)格其應(yīng)合范3的檢檢告可撐壓力符規(guī)第.7定；支支厚應(yīng)m形大m有有的托螺構(gòu)構(gòu)允偏符表1.規(guī)式式腳架技標(biāo)G829門(mén)門(mén)配的質(zhì)量號(hào)符行業(yè)門(mén)式腳架13周周用門(mén)配應(yīng)標(biāo)附進(jìn)質(zhì)別定置門(mén)門(mén)桿強(qiáng)長(zhǎng)不于架的門(mén)外外寸宜0；度不于0m門(mén)門(mén)手所架配鋼應(yīng)現(xiàn)國(guó)準(zhǔn)直焊管/T73壓流送焊管GT0規(guī)定通管材應(yīng)現(xiàn)國(guó)準(zhǔn)碳構(gòu)B75低強(qiáng)鋼/95規(guī)采為m.的也直8m管的格別2mm4鋼壁形差表.定架需計(jì)水鋼存差按實(shí)進(jìn)水桿撐桿桿質(zhì)應(yīng)配承應(yīng)架門(mén)門(mén)管得使當(dāng)鋼壁在偏宜選鍍鋼門(mén)門(mén)配規(guī)型應(yīng)應(yīng)具好互應(yīng)有廠的其外量符列定使有折痕面顯嚴(yán)重的管件有裂紋顯形化等；.的縫滿(mǎn)焊清千不有透夾咬裂缺當(dāng)當(dāng)支鎖連棒件門(mén)連有出構(gòu)連鎖應(yīng)連不水腳鋼架連防的鑄鑄產(chǎn)扣采可鐵鑄作其和能合行標(biāo)鋼手扣B33求；沖生扣質(zhì)性應(yīng)現(xiàn)國(guó)準(zhǔn)鋼壓件240連接為4m,m鋼扣應(yīng)顯記底底托應(yīng)計(jì)算工作材應(yīng)現(xiàn)國(guó)準(zhǔn)碳構(gòu)B005低合強(qiáng)結(jié)G155規(guī)并合列：座座載極不小k板板不小m厚不于m板桿用焊縫度小鋼度并置勁和和托螺徑與立鋼徑套人架鋼內(nèi)隙應(yīng)m和和托螺可螺合承應(yīng)于底和托的力螺度應(yīng)0螺桿桿合數(shù)少和和底螺采實(shí)桿當(dāng)空螺壁厚小m進(jìn)承試宜采管型作其應(yīng)合國(guó)標(biāo)碳結(jié)G705低合強(qiáng)結(jié)G155規(guī)手架挑或桁應(yīng)型制其質(zhì)合行標(biāo)碳構(gòu)B05或金結(jié)G1中5規(guī)于鋼或架拉固質(zhì)現(xiàn)標(biāo)筋用熱鋼B9級(jí)規(guī)配件件計(jì)表按準(zhǔn)錄采扣扣管手全術(shù)J6606立立碗節(jié)由碗下扣平接上扣銷(xiāo)構(gòu)11立立扣點(diǎn)對(duì)5鋼立按m置對(duì)5鋼立按m置水長(zhǎng)宜3設(shè)碗碗鋼腳主構(gòu)種規(guī)理重符表.定鋼鋼采現(xiàn)家準(zhǔn)縫焊G133壓體用接GB39定通其質(zhì)合列：斜斜管質(zhì)合行標(biāo)碳構(gòu)B05規(guī)點(diǎn)點(diǎn)采6設(shè)立立管質(zhì)合行標(biāo)碳構(gòu)B05規(guī)點(diǎn)點(diǎn)采5設(shè)立立管質(zhì)合行標(biāo)碳構(gòu)B0低強(qiáng)鋼/95規(guī)當(dāng)當(dāng)扣用鑄或鑄鑄其材分符行家一般用造件/12200和當(dāng)當(dāng)扣用鑄鑄其材符現(xiàn)家準(zhǔn)般程造鋼B/15700牌規(guī)當(dāng)當(dāng)桿頭桿頭碳鑄造其應(yīng)合國(guó)標(biāo)一工鑄碳G1127-0號(hào)定當(dāng)桿頭鍛成其材應(yīng)于國(guó)標(biāo)碳結(jié)G705規(guī)碗碗水桿不采板壓當(dāng)下采鋼壓型其質(zhì)低現(xiàn)家準(zhǔn)素構(gòu)B/0中5鋼定板度得mm經(jīng)0處理禁用銹鋼制對(duì)對(duì)托及底當(dāng)實(shí)螺其材符現(xiàn)家準(zhǔn)素構(gòu)B005規(guī)；用心時(shí)其應(yīng)合國(guó)標(biāo)結(jié)用鋼GT1縫的可可撐可座節(jié)鑄應(yīng)碳鑄可鑄其質(zhì)別合國(guó)標(biāo)一工鑄碳G1123-0號(hào)可鑄GB9430的可可撐和調(diào)墊應(yīng)碳結(jié)其材符現(xiàn)家準(zhǔn)素構(gòu)低金鋼軋板鋼B225規(guī)扣扣質(zhì)符行家鋼管架件151規(guī)的材符下定采采木或料作塊手質(zhì)不于g材材符現(xiàn)家準(zhǔn)素構(gòu)B/0中5鋼定沖腳板板度小1m板孔切徑小mm材材符現(xiàn)家準(zhǔn)結(jié)設(shè)范50的定手厚應(yīng)于m宜設(shè)不于鍍箍箍；手手竹腳宜用或竹；串手應(yīng)現(xiàn)行準(zhǔn)建工腳安技范(25定鋼鋼采公寸43mm管徑偏應(yīng).壁不不負(fù)差立立長(zhǎng)采插時(shí)插管不小5m采用套內(nèi)管厚小0插不不于m接入不小mm長(zhǎng)不于m套桿間間應(yīng)于鋼鋼曲允差為/m立立扣點(diǎn)允偏為0水水曲接面心水桿線垂允偏為m下下碗平立軸垂度偏應(yīng)0焊焊在用上行縫符行家鋼結(jié)程工驗(yàn)規(guī)B50中焊的可可撐可座質(zhì)符下定厚厚得于m不不于m螺壁得于螺與與應(yīng)合國(guó)標(biāo)梯螺直與系B77.梯紋基尺T563定節(jié)節(jié)嚙長(zhǎng)得于形形度不于彎不不于可墊墊度得m桿板板焊固焊寸應(yīng)鋼厚并設(shè)勁構(gòu)構(gòu)外質(zhì)符下定直直不得紋銹分結(jié)毛等立桿采橫接的；面面整不砂縮裂或口余陷表砂清凈得得刺裂氧皮陷滿(mǎn)滿(mǎn)藥清凈不未透砂咬裂等；面面刷銹進(jìn)鍍理涂均牢表應(yīng)在連不有滴瘤余塊配件生廠應(yīng)具好互應(yīng)能各施況的要并合列：碗碗能下轉(zhuǎn)動(dòng)不得滯象桿桿接處插1m；上上裝桿上應(yīng)能；少少步跨mmm腳架每框立的度差于m配件承力指應(yīng)下規(guī)水水方受載不于N焊焊立方切載應(yīng)于N頭頭平方切載應(yīng)于N頭頭剪承不小k受受載不于k受受載不于k每使個(gè)裝除期應(yīng)時(shí)分類(lèi)護(hù)保對(duì)合應(yīng)時(shí)插插扣鋼架全規(guī)J/121經(jīng)經(jīng)合的件按規(guī)格碼并掛量格牌配堆地排通無(wú)進(jìn)進(jìn)工場(chǎng)手構(gòu)的查收符列定架架標(biāo)及質(zhì)合型式報(bào)；架架主技數(shù)產(chǎn)用明架架件量問(wèn)應(yīng)質(zhì)抽整試挑挑管手全術(shù)D2/21懸懸鋼腳在工編專(zhuān)工案應(yīng)施位術(shù)人項(xiàng)監(jiān)工簽批方組施每挑鋼手架度應(yīng)4于高到其施施載于懸管管架施位組家其方進(jìn)證用用設(shè)件手的扣件墻腳等配質(zhì)應(yīng)國(guó)現(xiàn)準(zhǔn)建工件管手全術(shù)J30；于門(mén)鋼手碗鋼腳和扣管手構(gòu)件量符應(yīng)國(guó)行準(zhǔn)定77理理集集載通通范B5222上上中載時(shí)尚取中作范受最桿構(gòu)件件管手全術(shù)J3001當(dāng)當(dāng)級(jí)風(fēng)上濃雨雪時(shí)停手搭拆作雨雪架業(yè)防措并掃雪式式腳架技標(biāo)G829內(nèi)內(nèi)手作上荷得過(guò)荷門(mén)業(yè)手時(shí)載的數(shù)超20支架風(fēng)混輸泵卸平大設(shè)支件定作手上禁門(mén)業(yè)手懸起備挑挑管手全術(shù)D2/21架架的工必符計(jì)求禁載架體建垃雜應(yīng)清88理理合合及項(xiàng)方要手手全術(shù)標(biāo)G1121手架和撐架業(yè)桿采目安或他全閉密目全應(yīng)燃品.2業(yè)架街側(cè)面角應(yīng)硬護(hù)硬防高不于1m轉(zhuǎn)硬護(hù)度為腳架通通范B5222腳腳作層取全措并合列：架架腳板取閉建建每度大m設(shè)層防作外應(yīng)安網(wǎng)當(dāng)采目全閉密全應(yīng)阻要件件管手全術(shù)J3001應(yīng)鋪靠嚴(yán)并用網(wǎng)層施工下隔用封封排腳懸挑手沿外應(yīng)目安全閉目安宜置手外的側(cè)應(yīng)架扎固式式腳架技標(biāo)G829手架應(yīng)置式全網(wǎng)應(yīng)插插扣鋼架全規(guī)J/121當(dāng)當(dāng)雙外架行時(shí)應(yīng)道部支橫橫截小按以承荷計(jì)定通加加桿洞部鋪閉防兩側(cè)置全通機(jī)的口設(shè)安示防施處處安技范J006工工工程為止和少建全J要物用全封挑挑管手全術(shù)D2/21腳腳外面用00目封護(hù)鋼手底須密宜滿(mǎn)制手木手縫緊與手扎固采滿(mǎn)笆腳時(shí)底采200m兜封對(duì)腳內(nèi)空應(yīng)沿每設(shè)mm閉手架體圍用目全全密目全宜在手立的并順逐與綁牢99理理板板置合及項(xiàng)方要手手全術(shù)標(biāo)G1121作作手的層應(yīng)腳板應(yīng)取的接與平定當(dāng)層緣筑間于m采防施作外應(yīng)欄和板通通范B5222腳腳作層取全措并合列：架架堂撐架附升腳作層鋪手并滿(mǎn)固靠求當(dāng)層緣構(gòu)表距大0采取措連連鋼手應(yīng)有裝且業(yè)水鎖竹板手靠支綁業(yè)業(yè)邊應(yīng)防欄擋板架架腳板取閉建建每度大m設(shè)層防作外應(yīng)安網(wǎng)當(dāng)采目全閉密全應(yīng)阻要出出水桿的分大0件件管手全術(shù)J3001腳腳的置合列：手手鋪鋪鋪手手木手竹片板應(yīng)在根水桿當(dāng)手度于可兩向平承但腳板與向桿靠嚴(yán)防腳手鋪應(yīng)對(duì)平搭鋪腳板平時(shí)頭應(yīng)根向桿腳外長(zhǎng)取3mm塊板長(zhǎng)的應(yīng)于m.4腳板鋪時(shí)頭支向平搭接不小0m出向桿長(zhǎng)應(yīng)于mm.4板板其竹直縱平方設(shè)應(yīng)平四應(yīng)直小1m的鋼固縱水上部部板頭應(yīng)5m的端固于桿上式式腳架技標(biāo)G829門(mén)門(mén)業(yè)手業(yè)應(yīng)滿(mǎn)掛腳板應(yīng)防手松脫的當(dāng)腳上孔孔洞切直應(yīng)于m扣扣管手全術(shù)J6606腳腳基施符專(zhuān)工案應(yīng)根基載求現(xiàn)家準(zhǔn)筑基工施量收G20定驗(yàn)當(dāng)當(dāng)土均原土力滿(mǎn)求基軟地應(yīng)進(jìn)理壓地應(yīng)現(xiàn)國(guó)準(zhǔn)建基礎(chǔ)規(guī)G00定土應(yīng)合國(guó)標(biāo)建地礎(chǔ)程質(zhì)驗(yàn)范50定地地工成應(yīng)查表平平整差得0當(dāng)當(dāng)架礎(chǔ)面既筑構(gòu)雷型臨支構(gòu)不載的筑按計(jì)進(jìn)對(duì)型時(shí)構(gòu)關(guān)臨結(jié)驗(yàn)地地基經(jīng)合后專(zhuān)施案要線位插插扣鋼架全規(guī)J/121腳腳自標(biāo)統(tǒng)規(guī).NN系m腳為欄與板重值按48X.m2高板計(jì)密安自系00的重定腳施荷準(zhǔn)是行標(biāo)建施件鋼手安術(shù)范J021建工式腳架技標(biāo)GJ2-1等規(guī)采作作設(shè)應(yīng)下規(guī)手手業(yè)業(yè)側(cè)設(shè)板防桿防桿在作面的mm盤(pán)布道平并在滿(mǎn)密全；主主構(gòu)的應(yīng)置防網(wǎng)腳腳時(shí)鋼板掛穩(wěn)扣平上鉤處住態(tài)挑挑管手全術(shù)D2/21用用設(shè)件手的扣件墻腳等配質(zhì)應(yīng)國(guó)現(xiàn)準(zhǔn)建工件管手全術(shù)J30；于門(mén)鋼手碗鋼腳和扣管手構(gòu)件量符應(yīng)國(guó)行準(zhǔn)定腳腳外面用00目封護(hù)鋼手底須密宜滿(mǎn)制手木手縫緊與手扎固采滿(mǎn)笆腳時(shí)底采200目底對(duì)于架側(cè)處應(yīng)度隔設(shè)mm閉手手11手手理理符符范專(zhuān)工案降降設(shè)檢準(zhǔn)J503豎豎框所的度一樓應(yīng)置附支且符列定錨錨的凝度達(dá)項(xiàng)案值且于0錨錨栓應(yīng)于程外面錨錨栓采松施栓螺部長(zhǎng)應(yīng)于并不于0錨錨栓板不小于mx0m0m錨錨應(yīng)用或上著固架架降位每附座豎框應(yīng)固裝措體體架全標(biāo)J/1-0著著應(yīng)合規(guī)架架對(duì)在結(jié)上接升況著設(shè)不于用況支設(shè)應(yīng)于附支在條況況豎主應(yīng)附承靠并取動(dòng)施況況用況附支構(gòu)應(yīng)導(dǎo)和覆裝與與物接用固緊螺部出的向不少或m采彈圈單或螺松墊寸得0×mm與與物接凝強(qiáng)得于Pa聯(lián)動(dòng)墜置壓降安時(shí)先液降置受狀調(diào)螺防裝開(kāi)防件能地裝間動(dòng)液升置于狀時(shí)裝應(yīng)防桿安安程工操規(guī)工G//726附附承構(gòu)滿(mǎn)附降手各工的撐傾防的力其設(shè)構(gòu)應(yīng)以規(guī)結(jié)結(jié)用通螺與結(jié)聯(lián)應(yīng)采螺固螺露母不板寸計(jì)定不小mx0mm采采根墻錨時(shí)采上著承間設(shè)等施止承轉(zhuǎn)；應(yīng)應(yīng)對(duì)工的整以避現(xiàn)大裝力形物物或進(jìn)處附承構(gòu)獨(dú)行采取降可起構(gòu)在用設(shè)拉措確應(yīng)程和著結(jié)的；承承與程聯(lián)處土強(qiáng)求按確并小C使使況確一體主架單承跨部荷和作的支構(gòu)得于22手手理理覆覆裝符范專(zhuān)工案降降設(shè)檢準(zhǔn)J503防防置符列定墻墻上配傾置應(yīng)應(yīng)螺或與著結(jié)連不采件式；況況最和兩導(dǎo)之的間不于體的48防防置符列定在在和降下應(yīng)在向架位附在物每升機(jī)應(yīng)于；應(yīng)應(yīng)裝的記防防置提備禁在一墻承上體體架全標(biāo)J/1-0液液降體架每位墜應(yīng)全在使升工應(yīng)可作防置制離得0防防置品試應(yīng)標(biāo)附檢防防置用單工停使應(yīng)經(jīng)合后再使防防置力與筑應(yīng)靠和防的置液液降體架升況豎框位最附承最著承的小不小個(gè)層度且小4m用況豎主位的附支最附承間小距小兩層高導(dǎo)導(dǎo)與向架靠防防裝應(yīng)防豎框傾功防防裝與主結(jié)采螺接裝導(dǎo)之間不于架架直偏應(yīng)于全的%應(yīng)于m覆置有節(jié)調(diào)節(jié)應(yīng)足垂度求防防裝與的擦用動(dòng)具具手安術(shù)范J2-0防防裝應(yīng)下規(guī)置置包導(dǎo)兩以導(dǎo)連可動(dòng)向；向向范內(nèi)置傾軌且豎主可連使使種況最和兩導(dǎo)之的間不于8高的4止止主架的能栓栓墻座其裝導(dǎo)之間應(yīng)5安安程工操規(guī)工G//726附附降手防裝須豎框附承構(gòu)程構(gòu)聯(lián)遵規(guī)應(yīng)應(yīng)栓豎框或支結(jié)接不用管或扣；使使種況位同向面傾置得于并且上最個(gè)傾承之最間得于全的的的間應(yīng)m附附降手防裝須合要：應(yīng)應(yīng)在向架位每豎框提備必置個(gè)必必敏可其動(dòng)對(duì)整附升手不于m單式升腳不大0應(yīng)應(yīng)門(mén)細(xì)查法理施與與設(shè)必別置套著結(jié)上有套另一須獨(dú)擔(dān)部荷鄉(xiāng)鄉(xiāng)部于政程安重故患標(biāo)0建工工下情一應(yīng)為大隱：升升手未收格入用升升手的覆防或步控裝符設(shè)求失被為破；升升手使程架臂度架高/于33手手理理裝裝合范項(xiàng)工要通通范B5222升降架使程不除傾墜停荷同降制降降設(shè)檢準(zhǔn)J503制裝符下定升升手升應(yīng)配限荷控統(tǒng)平差步制；自自統(tǒng)具載%光警示警超載%具自機(jī)功同同制統(tǒng)有水承架高達(dá)0能停功體體架全標(biāo)J/1-0液液降體架降具荷制同制能當(dāng)當(dāng)機(jī)的超設(shè)的失%載制應(yīng)自機(jī)報(bào)同同制置有步功應(yīng)在個(gè)結(jié)時(shí)有位定載應(yīng)升高相高3或體降8時(shí)控能止降手待位同時(shí)新作具具手安術(shù)范J2-0同同制置合列：降降架降必配限荷水高同控統(tǒng)連水支架應(yīng)限荷控統(tǒng)定平桁應(yīng)水高步控；設(shè)限可限荷控統(tǒng)自自統(tǒng)具列能荷荷過(guò)計(jì)5應(yīng)聲式動(dòng)和示機(jī)0應(yīng)該設(shè)自機(jī)失失報(bào)和的能増顯憶儲(chǔ)能障障能并適施場(chǎng)境穩(wěn)穩(wěn)控精在內(nèi)同同制統(tǒng)有列：架架高達(dá)0能動(dòng)；提提的際和高據(jù)并記和的能重重措控步安安程工操規(guī)工G//726附附降手升動(dòng)備滿(mǎn)著降架用性的提升不超0/n吊超點(diǎn)不用拉升降控臺(tái)備應(yīng)能并合應(yīng)全程荷載系應(yīng)控各設(shè)間降和各升的載制提備同且應(yīng)超報(bào)機(jī)欠警功44手手理理規(guī)規(guī)專(zhuān)施案求降降設(shè)檢準(zhǔn)J503體體架全標(biāo)J/1-0具具手安術(shù)范J2-0安安程工操規(guī)工G//726架架構(gòu)符列定承承件無(wú)塑變裂嚴(yán)蝕缺度度施方符且大所建物高不不于m跨跨符設(shè)求直置架承度大線線的體跨不于.平平長(zhǎng)不于平度度不大跨著腳架的平長(zhǎng)不于4支度與與跨的不大0機(jī)機(jī)的差大m架大差得0m豎豎框應(yīng)下規(guī)降降架在支結(jié)位置體度的向架豎框應(yīng)架剛構(gòu)連的應(yīng)用或栓并應(yīng)平撐和體構(gòu)空何可系穩(wěn)構(gòu)強(qiáng)強(qiáng)剛應(yīng)設(shè)要側(cè)側(cè)置軌框與應(yīng)用連；架架直差大10應(yīng)于平平桁桿軸應(yīng)于點(diǎn)各點(diǎn)用接栓接應(yīng)定架構(gòu)相兩向框間連置架架架符列定相相桿接不在水面且得；底用接接可；面面全設(shè)刀剪的桿夾應(yīng)5將向架水承架體架一；下下位取的強(qiáng)措：座座按；構(gòu)構(gòu)置；防防置設(shè)；置置角角施施降物臺(tái)設(shè)需開(kāi)連連栓齊緊扣栓緊應(yīng)Nm.用式架設(shè)體其應(yīng)合行標(biāo)建施件鋼手安術(shù)范J0求端端豎主為心設(shè)對(duì)拉其夾不于使使況架臂度應(yīng)于高的并于于不不附式腳架位各構(gòu)相干其應(yīng)接給筑結(jié)架架構(gòu)0尺合合規(guī)：結(jié)度大高支支的乘應(yīng)于m不不于m的的支跨宜于或布體心架本跨不于m不不于度2得于豎豎框符列定架架桁或剛結(jié)并與桁和構(gòu)構(gòu)間何變系定構(gòu)架架應(yīng)有或輪框框底之設(shè)水架其宜豎框相高不于m水水架符列定各各軸應(yīng)于點(diǎn)應(yīng)用板造節(jié)點(diǎn)厚不于上上應(yīng)用通桿或跨拼剛頭腹上弦應(yīng)用或栓附附承符列定架架對(duì)在結(jié)上接八工附承置少用況支設(shè)應(yīng)于附支在條上況況豎主應(yīng)附承靠并取動(dòng)施況況用況附支構(gòu)應(yīng)導(dǎo)和覆裝與與物接用固螺栓后紋伸螺軸尺應(yīng)于或m采彈圈單或螺松墊寸得0×mm與與物接凝強(qiáng)得于Pa使使況豎框懸度得m高的當(dāng)況況臂度m進(jìn)防復(fù)計(jì)當(dāng)當(dāng)桁不續(xù)置局可腳架連或可縮構(gòu)但度得.且加加施其和度低原水桁液液降體架得料臺(tái)接當(dāng)當(dāng)遇塔施升物料等斷斷開(kāi)加欄封開(kāi)應(yīng)可防人物墜措設(shè)設(shè)架外用加面度撐框網(wǎng)應(yīng)下規(guī)時(shí)時(shí)撐斜在之的向桿或相處連固接心節(jié)的不大0斜夾夾為5端以主架心置斜桿水夾應(yīng)于立立框架置角沖孔立四定單架沖板網(wǎng)之架骨靠架架列位取靠強(qiáng)造：承承的接裝裝設(shè)處防防裝的處置置角角機(jī)機(jī)工降物平設(shè)而開(kāi)；懸懸位附附升腳應(yīng)附承構(gòu)設(shè)與度等墻垂定的主架向框是架架構(gòu)桿聯(lián)節(jié)應(yīng)焊或連并水支架架結(jié)成夠度撐度間何變系定構(gòu)向框構(gòu)造433合列架架用體或段式構(gòu)構(gòu)式豎桁門(mén)剛式各的線交節(jié)螺螺焊連如交一應(yīng)附彎算降降中吊在臂程圍向框側(cè)平掉分面應(yīng)可的措；側(cè)側(cè)有軌架架用片框圖.3采空架主圖.3在在主架部設(shè)平承其寬與框同平墻其不小8平桁構(gòu)造合列：件件線相節(jié)上宜用板造節(jié)點(diǎn)厚不于弦弦用根桿或剛接腹上連應(yīng)焊或連；框框接的桿設(shè)拉；的的底應(yīng)在弦各線匯；水水架上下之設(shè)水撐件節(jié)應(yīng)焊或連；桁桁兩與架連可用軸交一且動(dòng)鉸；可平承放豎框的的架中架架架采件鋼手其構(gòu)應(yīng)現(xiàn)行準(zhǔn)建工件管手全術(shù)J30架架架設(shè)兩向架間應(yīng)縱平與連其應(yīng)置平承的點(diǎn)水水承架層設(shè)手并滿(mǎn)牢建物之也置手封設(shè)轉(zhuǎn)翻腳下用兜架架臂度大架度5得于當(dāng)當(dāng)支桁能續(xù)時(shí)局采腳桿進(jìn)接但度得.且加加施確強(qiáng)和不低有桁遇到施工機(jī)物臺(tái)斷開(kāi)時(shí)開(kāi)應(yīng)欄和開(kāi)口有靠止員料落施立面全連置刀并將主架平承和體連一剪撐水夾為所蓋構(gòu)上主點(diǎn)桿橫平伸扣應(yīng)豎框?yàn)槌稍O(shè)稱(chēng)拉其平不小構(gòu)應(yīng)下位可的構(gòu)措座座接；升升的置墜墜傾置置；點(diǎn)點(diǎn)處的的處到到施工機(jī)物臺(tái)設(shè)需斷開(kāi)處強(qiáng)強(qiáng)的位升降架安護(hù)施合列：應(yīng)應(yīng)密式立全密目全網(wǎng)目度低00m應(yīng)地在體側(cè)側(cè)置m防桿0m擋腳設(shè)設(shè)定靠手其構(gòu)間距満行業(yè)建筑扣式腳架技規(guī)G00規(guī)著著腳架體寸合下：不不于高且超1應(yīng)應(yīng)于m于m的的支跨應(yīng)于線線的體跨不于m著著腳架的挑不大2承度片著腳架的挑不大承承；用用下架臂度應(yīng)于體6；與與跨的不大0附附降手具足度適度架構(gòu)應(yīng)安可能適程構(gòu)的著結(jié)；有全的傾置防裝；有證同升監(jiān)升載控統(tǒng)應(yīng)可的動(dòng)設(shè)應(yīng)置的全以確體操員安并止上物落人附附降手架結(jié)符以定在在支部全設(shè)型強(qiáng)向框豎主應(yīng)用或栓的式或構(gòu)構(gòu)并水梁架構(gòu)體用不使管件扣等架件豎向架附承構(gòu)的向不采管件扣其通手接式梁梁滿(mǎn)承與余整作要采接螺接定架式；用桁構(gòu)能續(xù)時(shí)局采腳桿進(jìn)接但度應(yīng)m必采強(qiáng)施保聯(lián)度強(qiáng)低桁式構(gòu)框水架各中各的線交一面面沿面剪撐刀跨得于m平角豎主架體梁和連一以以主架心對(duì)對(duì)斜其水角小著著腳架采直架體體在下應(yīng)取的強(qiáng)措：承承的接降降的置傾傾墜置置；點(diǎn)點(diǎn)處的的處吊吊工梯料臺(tái)施需開(kāi)開(kāi)；強(qiáng)強(qiáng)的位11理理度度規(guī)及施案錨固的體混土符規(guī)專(zhuān)施案求件件管手全術(shù)J3001挑梁用軸截的懸挑型及件按確鋼面度小1m挑端兩及固于混土結(jié)上固鋼梁筋拉錨螺徑宜6圖02..挑鋼挑度設(shè)確固段不小挑長(zhǎng).2型挑定應(yīng)及以拉或螺與結(jié)梁定U筋拉備螺預(yù)至土板鋼位并與土板鋼焊綁牢其固應(yīng)合國(guó)標(biāo)混土設(shè)規(guī)B51中錨的圖1.1圖10-圖10-式式腳架技標(biāo)G829鋼鋼梁固度宜懸段的5挑承設(shè)在結(jié)的上并據(jù)凝實(shí)強(qiáng)行載驗(yàn)不置外臺(tái)懸板.)型型挑宜雙對(duì)面型型截號(hào)經(jīng)確件件管手全術(shù)J300122鋼主構(gòu)凝度級(jí)低0式式腳架技標(biāo)G829錨錨鋼挑樓應(yīng)設(shè)驗(yàn)當(dāng)載能足時(shí)應(yīng)在板配筋樓進(jìn)支等型鋼梁錨壓宜不于拉或固；位的厚不于0m土度低M拉或應(yīng)設(shè)板排的邊于固拉或的固應(yīng)結(jié)筋接扎固錨長(zhǎng)符現(xiàn)家準(zhǔn)凝結(jié)計(jì)范51筋錨規(guī)圖.422理理鋼鋼設(shè)方合范項(xiàng)工要件件管手全術(shù)J3001鋼懸外宜鋼繩拉與層筑斜結(jié)絲鋼不與鋼受算鋼與筑拉的應(yīng)用23筋直宜于m預(yù)錨度符行家混凝構(gòu)計(jì)GB00錨的圖02式式腳架技標(biāo)JTT2-1每每鋼挑端設(shè)拉或繩上筑構(gòu)結(jié).1應(yīng)下定可可型懸的力鋼絲宜與懸梁力算性桿絲應(yīng)緊施性經(jīng)經(jīng)確鋼的徑小15m或或繩建構(gòu)結(jié)環(huán)采B0筋其其不小8吊錨錨度符混構(gòu)范50；卡卡置符行家鋼絲9鋼鋼夾于挑挑管手全術(shù)D2/21鋼鋼輔吊挑承的造.應(yīng)列列：造造固式合規(guī).的在在與絲吊位焊U拉或耳拉穿鋼翼板固于兩其應(yīng)小mm耳應(yīng)固于中部連耳尺及長(zhǎng)由確徑徑小m兩接應(yīng)置環(huán)鋼繩的應(yīng)合筑械安技程G3鋼絲鋼的夾應(yīng)于33理理定定符規(guī)專(zhuān)施案求件件管手全術(shù)J3001挑梁用軸截的懸挑型及應(yīng)設(shè)定鋼面度小0懸端端兩及固于混土結(jié)上固鋼梁拉或螺直宜于m12固的拉或應(yīng)用成拉錨栓型隙用或木緊梁懸度按確固長(zhǎng)不于挑度15鋼挑定應(yīng)及以拉或螺與結(jié)梁定U拉環(huán)螺應(yīng)至凝板底筋置應(yīng)混梁板鋼焊綁牢其固應(yīng)合國(guó)標(biāo)混土設(shè)規(guī)B51中錨的圖605圖0-圖0.3懸挑建結(jié)用栓板接時(shí)鋼尺不于mXm當(dāng)用角壓接角規(guī)不于m6m6挑梁端設(shè)使手桿鋼靠定位定離挑部應(yīng)0置設(shè)樓上樓的不小0如的的小0加措式式腳架技標(biāo)JTT2-1對(duì)對(duì)型懸的板行計(jì)當(dāng)承不滿(mǎn)求應(yīng)在板配筋樓進(jìn)支等型鋼梁錨壓宜不于拉或固；位的厚不于0m土度低M拉或應(yīng)設(shè)板排的邊于固拉或的固應(yīng)結(jié)筋接扎固錨長(zhǎng)符現(xiàn)家準(zhǔn)凝結(jié)計(jì)范51筋錨規(guī).)用用鋼挑固拉或應(yīng)用成鋼徑應(yīng)6m當(dāng)當(dāng)懸梁筑構(gòu)螺鋼連固鋼壓厚寸小0xm壓用時(shí)角規(guī)不于m6m6型型挑與拉或連應(yīng)當(dāng)采筋環(huán)時(shí)應(yīng)鋼或楔緊采螺壓連應(yīng)采螺擰安安程工操規(guī)工G//726懸懸采在混土結(jié)內(nèi)挑聯(lián)案預(yù)挑應(yīng)結(jié)外筋側(cè)埋挑不任改筋預(yù)埋不小0預(yù)設(shè)設(shè)錨筋固銷(xiāo)梁部并與焊聯(lián)鋼梁定后禁鋼上作擊以高位生移懸懸采預(yù)焊聯(lián)案受筋錨采T錨直大m采力焊錨徑于m用孔當(dāng)采工時(shí)縫度小mdd直懸懸采預(yù)固栓方時(shí)采套裝埋螺同挑位螺位差得m緊應(yīng)0懸懸斜長(zhǎng)過(guò)在中設(shè)束縱縱采在組后安于梁也件至梁組縱的長(zhǎng)應(yīng)0各長(zhǎng)長(zhǎng)縱形用板件接成連腳腳立應(yīng)承鋼座底縱應(yīng)接螺接定挑挑管手全術(shù)D2/21上上懸承的造.)下規(guī)定定筑樓構(gòu)鋼構(gòu)及固式足規(guī).條;錨于物體外時(shí)梁采固栓墊與結(jié)連直直按算且不6鋼兩兩鋼吊置焊板耳度不m梁耳設(shè)在力用附鋼桿端筑主構(gòu)接應(yīng)置支吊座采固栓筑主構(gòu)接筋桿梁板吊支采高栓接應(yīng)應(yīng)或越物體其數(shù)不于徑由確設(shè)雙螺桿螺應(yīng)于m固穿體構(gòu)時(shí)增墊鋼尺應(yīng)于mx0mm長(zhǎng)長(zhǎng)于于0m宜拉度于0m等0m設(shè)內(nèi)拉鋼桿水角不5撐撐挑力構(gòu))下規(guī)栓栓時(shí)應(yīng)本程.規(guī)外外的造水平不小當(dāng)當(dāng)承架梁吊座斜等主構(gòu)用連時(shí)預(yù)件合混結(jié)設(shè)范51定44理理規(guī)規(guī)專(zhuān)施案求全全標(biāo)J5-1懸懸腳架項(xiàng)的評(píng)應(yīng)下規(guī)護(hù)護(hù)層層下應(yīng)安平底以隔采用平封排排建筑間采手或平封沿沿構(gòu)邊懸鋼懸鋼間采施閉應(yīng)應(yīng)閉挑挑管手全術(shù)D2/21手手立應(yīng)00m全閉鋼管架其筑之擋底須密宜滿(mǎn)制手木手縫緊與手扎固滿(mǎn)竹腳板底應(yīng)00m兜封上腳內(nèi)空應(yīng)沿每設(shè)m3m網(wǎng)55理理?xiàng)U桿點(diǎn)合及項(xiàng)方要件件管手全術(shù)J3001挑梁端設(shè)使手桿鋼靠定位定離挑部應(yīng)011理理全全籃籃/T1507..安限限關(guān)正位平最位自停升起動(dòng)在終極位關(guān)停..安限限關(guān)正位平最位自停降位是或全防撞認(rèn)是限開(kāi)在低平臺(tái)鋼繩極限關(guān)觸停見(jiàn)..安起起限位并確平臺(tái)達(dá)T絲位前全在其后除格員正作臺(tái)能與降..升關(guān)關(guān)端限開(kāi)應(yīng)自立制置..掛懸懸見(jiàn)圖上端限開(kāi)..地的的平不下限關(guān)降降設(shè)檢準(zhǔn)J503安安置符列定位位作常敏效靈靈效手放置效置置人專(zhuān)掛安的全安繩靠定筑結(jié)不應(yīng)散斷打在保保施械械檢技范J621裝裝靈可具具手安術(shù)范J2-0吊吊安上裝宜下位安安程工操規(guī)工G//72622位關(guān)裝裝下位以防籃臺(tái)或降行范開(kāi)開(kāi)以籃自直動(dòng)22理理有有標(biāo)期籃籃/T150711臺(tái)立升構(gòu)自防裝當(dāng)縱傾度于能動(dòng)平的運(yùn)此可電或械22傾裝發(fā)應(yīng)下能停停部高起機(jī)上動(dòng)停停部低起機(jī)下動(dòng)33傾裝有下：臺(tái)裝升時(shí)防置能限平向斜不于置獨(dú)用置需向系安件出號(hào)降降設(shè)檢準(zhǔn)J503安安應(yīng)好嚴(yán)禁超有定限全械械檢技范J00611或有作的安裝在繩下應(yīng)復(fù)且鎖在標(biāo)期安安程工操規(guī)工G//72633：必必有全并吊臺(tái)掛設(shè)根升的同的全繩每全絲必裝能動(dòng)的全應(yīng)應(yīng)吊平下速于/i作并超0距住住的的要敏作可并經(jīng)的驗(yàn)驗(yàn)不的品裝和安全在效使超須專(zhuān)檢合方使吊吊應(yīng)防裝；宜宜載護(hù)33理理量量合品的求籃籃/T150711臺(tái)定定量式+++m定定量單千kg—的定單位克k取p0k者的量量位千gr=gm—內(nèi)的質(zhì)單千g是定22多平人人的定量式ppM上允的的R人臺(tái)g—計(jì)2算適標(biāo)標(biāo)所類(lèi)平44理理和和符規(guī)專(zhuān)施案求降降設(shè)檢準(zhǔn)J503安安置符列定位位作常敏效靈靈效手放置效置置人專(zhuān)掛安的全安繩靠定筑結(jié)不應(yīng)散斷打在角渡有護(hù)具具手安術(shù)范J2-0高高業(yè)籃置業(yè)專(zhuān)的安帶全及鎖安應(yīng)定筑可置不吊上部有并應(yīng)下規(guī)符符行家墜落安帶65其其應(yīng)安扣規(guī)一；得得散斷打現(xiàn)的的應(yīng)好全規(guī)方標(biāo)清可安安程工操規(guī)工G//726絲絲主卡符下求選選按業(yè)和絲破拉籃絲升吊鋼繩不小.m籃荷大應(yīng)計(jì)結(jié)定絲徑吊安保絲的不小m固固符相范要不許或強(qiáng)繩卷提機(jī)鋼繩最工度在上保圈全檢檢時(shí)時(shí)絲所見(jiàn)分絲與聯(lián)的從固引的繩繩定置檢于于的絲在用每至查應(yīng)合重械絲檢報(bào)實(shí)范G92.1須須鋼繩個(gè)作同時(shí)須細(xì)通滑卷其觸及纏的繩段于近接處絲應(yīng)檢應(yīng)起用檢廢范5中.規(guī)鋼鋼的查設(shè)已或用月上其絲設(shè)使前做的查報(bào)報(bào)符起械鋼檢和實(shí)規(guī)B22的頭頭具索規(guī)應(yīng)鋼繩配55理理前前設(shè)符范專(zhuān)工案降降設(shè)檢準(zhǔn)J503懸懸構(gòu)符列定前前度中度比定重配重使高符產(chǎn)明的；施施建物筑的力應(yīng)建結(jié)承要橫橫水其度差大橫度4禁后應(yīng)應(yīng)在兒或筑檐緣位吊吊平距吊臺(tái)點(diǎn)距等其不大m的的不支非重結(jié)上使前的前的置中點(diǎn)前架撐相工作得由并應(yīng)項(xiàng)工具具手安術(shù)范J2-0前前伸度合處吊使明的懸懸梁前低前平差大橫度%鋼絲沿筑面慢至面得擲兩個(gè)的掛時(shí)懸構(gòu)點(diǎn)間與平的間應(yīng)其誤應(yīng)于m構(gòu)前應(yīng)支保垂腳不力何形懸結(jié)其加筑或物承作力符建構(gòu)承力不建物他施破和影安安程工操規(guī)工G//726掛掛應(yīng)合要：的的件選度適屬料可采接鉚螺聯(lián)其構(gòu)有夠度剛受受件進(jìn)量驗(yàn)證到要；施施建物構(gòu)物處的力符筑構(gòu)載求66理理量量量合書(shū)專(zhuān)工案降降設(shè)檢準(zhǔn)J503配配符下定量量何寸合品書(shū)求應(yīng)重記其量滿(mǎn)品明要不用損重或替物固固配架并有可意的施籃籃/T1507量量重求分分件遵列則一一運(yùn)部大量運(yùn)運(yùn)件大為k裝裝重所物是的量大k)久記用水狀作重凝凝重強(qiáng)應(yīng)于2部加加筋途輸運(yùn)掛掛裝裝面的懸支)兩長(zhǎng)是調(diào)配重支上著久的裝重重固安配懸架需拆方拆配應(yīng)以止權(quán)員安安程工操規(guī)工D223-0重重合列：掛掛或面上須適的；確確固安配點(diǎn)并按使說(shuō)的定足質(zhì)配在使前安檢核才用數(shù)數(shù)配力前力比其不小11理理臺(tái)臺(tái)置合及項(xiàng)方要處處安技范G026本本稱(chēng)腳規(guī)指筑工手安術(shù)范J4筑工式管架全規(guī)G00筑工鋼腳安技范J8建筑碗式腳架技規(guī)GJ6建工腳安技范G4作構(gòu)載搭除手為工使理求關(guān)規(guī)求規(guī)規(guī)作臺(tái)防欄為保上業(yè)的全慮平作人下的性將扶的定0對(duì)對(duì)的定移式點(diǎn)宜出高控是覆高的求整穩(wěn)考荷求作整而立立部地得過(guò)mm了人用作進(jìn)施宜將與坪實(shí)避子傳用新輪定等容為免滑系系施中用驗(yàn)確移操平輪單載腳動(dòng)的限移移操平移過(guò)其穩(wěn)較故規(guī)嚴(yán)人行移移操平設(shè)可錄22理理臺(tái)臺(tái)置合及項(xiàng)方要處處安技范G026對(duì)對(duì)式作本條了項(xiàng)守規(guī)具搭尚應(yīng)相腳規(guī)的不不承操臺(tái)荷為止腳架定滿(mǎn)作臺(tái)穩(wěn)性全求定作不與架接作作架整定注幾內(nèi)設(shè)剪斜撐強(qiáng)手縱剛阻腳傾并于高的載；的的提要是為件架定有忽的作施施場(chǎng)設(shè)平的有管鋼用式承鋼腳組對(duì)平搭材不確定求符應(yīng)腳規(guī)的是為施現(xiàn)搭材選66.手架對(duì)體算明定本不贅11平的和件前行是驗(yàn)質(zhì)是好重作2在搭分分進(jìn)驗(yàn)旨防生計(jì)3腳手范有規(guī)本僅原求4使用平時(shí)定進(jìn)查33理理臺(tái)臺(tái)置合及項(xiàng)方要處處安技范J-1本本稱(chēng)腳規(guī)指筑工手安術(shù)范J4筑工式管架全規(guī)G00筑工鋼腳安技范J8建筑碗式腳架技規(guī)GJ6建工腳安技范G4作構(gòu)載搭除手為工使理求關(guān)規(guī)求規(guī)規(guī)作臺(tái)防欄為保上業(yè)的全慮平作人下的性將扶的定0懸懸操平須建構(gòu)筑構(gòu)靠平臺(tái)筑構(gòu)上擱拉結(jié)支點(diǎn)用固螺等可連防平外沖發(fā)移平平額載了卸臺(tái)結(jié)計(jì)身外還臂度懸臂越額荷相小否會(huì)致；；設(shè)設(shè)拉的式作時(shí)一邊設(shè)斜桿絲；各一斜拉鋼繩全數(shù)常設(shè)應(yīng)當(dāng)以策；設(shè)設(shè)承的式作時(shí)一兩各道撐平較還應(yīng)增斜橫；系系建筑安技一范500的條而