[报告精品]重庆永川拉法基4600dt水泥熟料生产线项目工程

施工技术方案文件名称：水泥磨系统施工方案文件编号：CBMI.CTP.ENG.A.022-2编制部门：中材建设有限公司重庆永川项目经理部编制：年月日审核：年月日审批：年月日a1a0a2a3a4a5a6a7a8a9a10a11a12CBMI.CTP.END.A.022-2-2-审核表建设单位名称拉法基瑞安水泥有限公司工程项目名称拉法基瑞安参天水泥厂4600T/D水泥生产线工程项目编号YCH4600TPD名称水泥磨系统施工方案专业部审核意见专业主管：年月日工程部审核意见工程部长：年月日质安部审核意见质安主管：年月日项目经理部审核意见项目经理：年月日a13a14a15a16a17a18a19a20a21a22a23a24a25CBMI.CTP.END.A.022-2-3-审核表建设单位名称拉法基瑞安水泥有限公司工程项目名称拉法基瑞安参天水泥厂4600T/D水泥生产线工程项目编号YCH4600TPD名称水泥磨系统方案监理公司审核意见建设单位审核意见a13a14a15a16a17a18a19a20a21a22a23a24a25CBMI.CTP.END.A.022-24目录一、编制依据二、工程概况三、主要施工方法（一）施工部署1.施工平面布置2.总体施工顺序3.总体施工顺序4.施工进度计划5.劳动力需用计划6.施工机具需用计划7.施工班组设置（二）施工方法1.框架基础及设备基础施工方法（1）施工工艺流程（2）框架基础和设备基础钢筋工程（3）框架基础模板（4）设备基础模板（5）预留孔洞施工方法（6）模板质量要求（7）框架基础及设备基础模板拆除（8）框架基础及设备基础砼工程（9）测温孔设置（10）设备基础砼养护2.框架主体工程施工方法（1）主体工程施工工艺流程（2）主体钢筋施工方法（3）预埋件及螺栓套管、螺栓组安装施工方法（4）主体模板施工方法（5）脚手架施工方法（6）主体混凝土施工方法（7）砌体工程施工方法（8）抹灰工程施工方法四、风险评估a26a27a28a29a30a31a32a33a34a35a36a37a38CBMI.CTP.END.A.022-25CTP-水泥磨施工方案一编制依据（一）国家现行的施工质量验收规范：1.g5326g12581工程施工质量验收g13491一g7643g1946g42g3750300g1620012.砌体工程施工质量验收规范g42g3750203g162023.混凝土g13479g7512工程施工质量验收规范g42g3750204g1620024.钢筋g9950g6521及验收规范g45g42g4518g1620035.钢筋机g7812g17842g6521g17902用g6228g7427规程g45g42g45107g1620036.g5326g12581g13479g7512g9950g6521规程g45g42g4581g1620037.g5326g12581g3332基g994基础工程施工质量验收规范g42g3750202g1620028.g5326g12581施工g6199件g5347钢管脚手架安g1852g6228g7427规范g45g42g45130g1620019.g5326g12581施工g20652g3800g1328g1006安g1852g6228g7427规范g45g42g4580g169110.g5326g12581施工安g1852g7828g7609g7643g1946g45g42g4559g169911.施工现g3342g1032g7114用g11017安g1852g6228g7427规范g45g42g4546g168812.g5326g12581工程施工现g3342g1391用g11017安g1852规范g42g3750194g169313.g3624g5347g17227g18337机g6817g1328g1363用规程g45g37g4580012g168914.g3624g5347g17227g18337机安g1852规程g42g375144g168515.g5326g12581机g7812g1363用安g1852g6228g7427规范g45g37g4533g16200116.拉法基g4557施工现g3342管g10714的g11468g1863规g4462（二）g1006主g6564g1391的g4466测g3332g5430g3282、水泥g11964基础施工g3282、g3332g2220g6265g2590g12573g6228g7427g17176g7021及平面g6523制g7741、水g1946g9869g452（三）g13479g2524现g3342的g4466g19481及g1209g5460的施工g13475验g452（四）施工g2524g2528及g1866g4439的g11468g1863g17176g7021g452二工程概况g7424工程g1038钢筋混凝土框架g13479g7512安g1852g12573g13435二g13435g1363用g5192g1949250g5192g6251g19675g12879g2047g1005g12879g6251g19675g9884度6度g1020.000g20652程531.30g80g4472g3818g3332g3390g160.300g80g8190g2533g19283度651g80g13449g2533g4497度32g80g5326g12581g20652度47.7g80基础埋置g9157度g7136g80g727g7136.6g80g727g7136.8g80g30g7137.2g80砼g5390度g12573g13435g3840g16294g3364g7643a39g1144g450g36g32235.300g443a40g1144g443g70g36g32267.300g37g32797.847g37g32862.947三、主要施工方法g11一g12.施工布署1.g7424工程g6365g10043g20045g11458法组g13467施工g712g1852面g1207g15932g1856g2508组g13467、管g10714、g4466施g712g1852面g4665行施工g2524g2528g712g13491一g6363g6393组g13467g2339g16855g1852面工g1328g712g4557g7424工程质量、安g1852、工g7411、g6116g7424g1852面g17139g17143g452g452g7424g11540g1820g3332g991g2530g3332上的原则g712g6365从g991到上的施工顺序g712积极配g2524g1006主、设计、监g10714单位g2339g16855g1328战g712确保g6365g2524g2528要求完g6116施工任务g452平面布置见g991g3282：a41a42a43a44a45a46a47a48a49a50a51a52a53CBMI.CTP.END.A.022-2617AC2.总体施工顺序g712见g991g15932：a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-273.质量g6523制体系g712见g991g15932：第一步框架基础a67a68a69a70a71g3332梁第二步设备基础a72a73a69a70a74a75a72a73a69a70a76a77a78a79第三步a67a68a80a81a82a83a67a68a80a81a84a83a67a68a80a81a85a83a86a87a88a89a90a67a68a91a92a67a68a93a94a95a96a97a95a98a99a76a100a101a102a103a104第四步附属工程g3342g3332清g10714初验及整改g1144工验收a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-284.施工进度计划：g7424工程g2524g2528工g7411g1038120天g712计划开工日g74112009g51924月6日g712根据工程特g9869和g4466g19481情况总工g7411g6523制在120天内g712具体工g7411计划见g991g15932：a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-292009年四月五月六月七月八月九月序号日期项目名称进度计划1515151515156101115162021252630610111516202125263061011151620212526306101115162021252630610111516202125263061011151620212512345678基础及设备基础工程主体框架结构框架填充墙内外墙抹灰地面工程附属工程清理现场检查验收1.本计划根据施工实际情况作相映调整2.表中虚线部分表示交叉作业施工进度计划备注a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-2105.劳动力需用计划：根据工程特g9869g13479g2524现g3342g4466g19481和工g7411要求g712g7424工程各班组配备的劳动力需用计划（见g991g15932）工种名称各阶段投入劳动力情况小计备注基础工程及设备基础框架主体砌g12581及抹灰g3332面散水及附属钢筋工6152225木工102264446泥工816206656架子工610420g11017g9950工12216水g11017工2222210修g10714工121116g3624吊g2508机12216普工101066638g2524计45814520222136.施工机具需用计划：序号名称规格型号数量g1363用部位进g3342g7114间备注1g3624g5347g17227g18337机QTZ63型1基础及主体a105a106a103a107a108a107a1092蛙g5347打夯机HWg16201土方回填夯g4466a105a106a103a107a108a107a1093钢筋切断机g42g4540g1611钢筋加工a105a106a103a107a108a107a1094钢筋弯曲机g42W40g1611钢筋加工a105a106a103a107a108a107a1095钢筋g16855直机g42T4g1681钢筋加工a105a106a103a107a108a107a1096钢筋套丝机SZ501钢筋g17842g6521a105a106a103a107a108a107a1098g1144流g11017g9950机g37Xg165002a110a111a112a113a114a115a116a117a118a119a105a106a103a107a108a107a1099大圆盘锯Mg451063模板加工a105a106a103a107a108a107a10910手g6564g11017锯Mg4550310模板加工a105a106a103a107a108a107a10911砼振动器HZ6354g13479g7512施工a105a106a103a107a108a107a10912砼振动器HZ6505g13479g7512施工a105a106a103a107a108a107a10913手推车10现g3342周转a105a106a103a107a108a107a1097.g1038保证g6365g7411完g6116施工任务g712g6365施工需要各阶段分g2047配备木工组、钢筋组、架工组、砼工组、水g11017组、机修组及杂工组分阶段进行g1144叉g1328g1006g712g2524g10714安排施工工序和劳动力g452（二）施工方法a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-2111.框架基础及设备基础工程施工方法g111g12施工工艺流程:抄测g7643g20652复核轴线垫层施工分墨放线复核轴线及g7643g20652基础底板钢筋底板钢筋隐蔽验收支设基础模板模板验收浇g12581基础砼及养护模板拆除.g112g12框架基础钢筋和设备基础钢筋工程施工g1946备:施工前认真g7609阅g3282纸、方案和g11468g1863安g1852质量规范g712做到g3282纸上的问题g6564前g994设计联系解决g452根据平面g6523制网g712在垫层上放出轴线和基础柱位置线g727底板钢筋绑扎完g6116g2530g712测量人g2604g1889进行复测放出柱g6566筋位置线g452g312施工方法g36.施工工艺流程：钢筋进g3342验收g2474g7691复g7828钢筋加工绑扎前g1946备钢筋绑扎钢筋隐蔽验收工序g1144g6521手g13505g452g37.钢筋加工和绑扎g68.钢筋在现g3342制g1328g6163g19610g1025加工g712制g1328g7114g5224注g5859钢筋g5430g10378g8503确g712平面上g7092g13740曲g993平现g16949g452g69.g8611g6221进g3342钢g7460g18129g6365规g4462进行机g7812g5627g14033g16809验g712g2524格g2530方g14033加工g452g17877g7828g5529g20047见证g2474g7691g712g2554则g993g14033g1328g1038g17877g7828g16809件g452现g3342制g1328g3921g6116g5430的钢筋g6365规格、分部位进行g6358g10272g3546放g452钢筋g3546放加垫g12175开g3332面g712g1209g19462g19164g15444g452g70.绑扎前g5224做g3921g1946备工g1328g712用g13475g4469g6221的g7021g15932核g4557g6116g2709钢筋g7171g2554g994g7021g15932g11468g12538g727g1946备g6164需的钢筋垫g3371g727在绑扎现g3342g11023出钢筋位置线g452g71.绑扎基础钢筋g7114g712g8611g1022钢筋g1144叉g9869g3355绑扎扎g10294g712绑扎g7114g5224注g5859g11468g18063绑扎g9869的g19093丝g6199要g6116g1855g4395型g712g1209g1825网g10267g8510g7024g2476g5430g452g72.g10432基g2464g2533底板钢筋g1866底面g11713g17805的钢筋g5224放在g19283g17805钢筋的上面g452g73.现浇柱g994基础g17842g6521用的g6566筋g712要求位置g1946确g712g3278g4462g10294g3278g712g19462g8502混凝土浇g12581g17819程g1025g2469生g1571g12239.g74.绑扎柱筋g7114g712g16294部钢筋的弯g19069g5224g994模板g611645g101g712g1025间g611690g101g452g12641筋g6521g3848（弯g19069g2484g2524g3800）g5224g1144g19181布置在四g16294g13449g2533柱筋上g727g12641筋转g16294g994g13449g2533钢筋g1144叉g9869g3355g5224扎g10294g712绑扎g12641筋的绑g6199g11468g1126间g5430g6116g1855g4395g5430g452g75设备基础钢筋g6365施工g3282设计的规格和g5430g10378进行放g7691制g1328g712绑扎安装g4613位g5224g12538g2524设计要求和施工及验收规范的规g4462g452g76.钢筋保护层g2414度g13449g2533g2475力的普g17902钢筋g712g1866混凝土保护层g2414度（钢筋g3818g17805g13548及砼g15932面的g17329g12175）g993g5224小g1122钢筋的g1856称直g5464g712g1000g5224g12538g2524g991g15932的规格：部位保护层g2414度（g896）备注柱35基础底板40g38.钢筋加工的g1813g16780g1571g5058g712见g991g15932：g20045g11458g1813g16780g1571g5058g11g80g80g12g2475力钢筋顺g19283度方g2533g1852g19283的g1940g4622g4556g10210弯g17227钢筋的弯g6252位置g10220g12641筋内g1940g4622g4556g1025g113g12框架基础模板施工方法g4431施工工艺流程：模板g1946备、制g1328g9397g3542脚手架g6657设抄测g7643g20652g712用g8845g9434做g3921g7643g16772模组装g4613a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-212位g712g19087孔g12371g4557拉螺栓g10627g12641安装安装g12458g2533钢管g712螺栓g13051g3278加g3278g7669核g16855g8503g7828g7609验收进行g991g17959工序g452g443a120基础模板用复g2524板（2440122015g896）现g3342制g1328g6352装支设g712模板上g991g2487用50100g896方木g3278g4462g712g12175基g3733g17751g17840的用钢管架支g6757g712g12175基g3733g17751g17829的用g11713钢管及木g7519g1328g6116g7024g6757g7481g3278g4462g452见g991g3282：大于500需加穿墙杆50100背方50100背枋14钢筋插入垫层50mm露头100mm基础模板支撑示意图50100上下顶枋（4）设备基础模板施工方法施工工艺流程：抄测g7643g20652垫层施工分墨放线、g7669核g1025g5527线位置及g7643g20652架子g6657设及支g6757系g13491钢筋绑扎预留孔洞模板及预埋件安装复核位置及g7643g20652隐蔽验收模板验收砼浇g12581及养护架子、模板拆除清g10714现g3342g727g36Dg46g161g30Dg46g162现浇砼g2110力g3693模板支g6757方法（见g991g3282）a121a122a123a124a125a126a127a128a129a130a131a132a133a134a135a136a137a138a139a140a141a142a143a144a125a145a146a147a148a149a150a150a151a149a150a150a152a153a154a155a156a157a132a158a159a160a161a141a162a163a164a165a160a161a162a166a165a167a168a169a170a143a171a125a172a173a174a175a154a155a176a177a132a178a142a176a177a179a180a181a182a183a184a150a150a185a185a165a186a132a187a146a188a133a189a190a191a192a193a194a195a143a128a129a125a196a147a125a197a147a125a145a146a147a125a198a199a200a125a201a202a203a204a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-213B.Sg45g161设备基础模板支g6757方法（见g991g3282）g38.Sg45g162设备基础模板支g6757方法Sg45g162设备基础分g1038三g8437施工g712g2375第一g8437施工g163.500g80g1209g991的柱基及14根支g6757柱g712基础及支g6757柱施工完g8617g2530g712分层回填夯g4466g14279承台板砼垫层g991g2487g7643g20652g727第二g8437施工基础承台板垫层及承台板g727第三g8437施工g3332上部分g712g1866模板支护方g5347见g991列g3282示：a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-214悬挑板钢管架斜撑梁模板钢管架支撑模板、横杆、立杆、蝴蝶卡、螺帽a205a206a207a208a209a208a210a211a212a213a214a215a216a217a218a219a220a215a221a217a218a219a222a223a220吊模脚底支撑钢筋，141m模板、50*100背方、蝴蝶卡、螺帽基墩的模板架设按照独立基础模板支撑方法支设a224a225a226a227a228a229600a230a231a232a233a234a235D.Sg45g163设备基础模板支g6757方法a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-215Sg45g163设备基础分g1038两g8437施工g712第一g8437施工垫层和基础承台g727第二g8437施工上面部分g727具体支护方法见g991列g3282示：a224a225a226a227a228a229600a230a231a232a233a234a235a224a225a226a227a228a229600a230a231a232a233a234a235（5）预留孔洞施工方法异型的预留洞g6365设计的几何g4622g4556采用3g80g80g2414钢板g9950制g712g1889g6365设计的g7643g20652和位置分墨拉线进行安装g712并用g45014钢筋g9950g6116“#”g4395g12641加g3278g3278g4462g712见g991g3282：a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-216g6164有矩g5430预留洞g3355g6365设计几何g4622g4556采用模板加50100g80g80方木钉g6116木盒g712木盒g3818加25g80g80g2414泡沫板g712g1889在泡沫板g3818四周用封g2487胶布密缠g712底部密封g712上开g2487g452安装g7114g712g6365设计位置分墨g2530用14钢筋g9869g9950g3278g4462g10294g3278g712砼浇g12581g2530待砼终凝前g1889g8437拉线复核位置g712确保g1866安装位置和g7643g20652a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-217g12538g2524设计要求g452具体方法见g991列g3282示：a236a237a238a239a240a241a242a243a244a245a246a2476a248a249a250a251a252a253a254a225g443a255模板g1363用前g5224进行选g7460g712g993g14033g1363用g2476g5430g13740曲g1000g7092法修复的模板g452g443a2模板g6352装前g5529g20047清g10714干g1940g712g3355匀涂刷脱模剂g452g4433模板安装质量要求：序号g20045g11458g1813g16780g1571g5058g11g896g12g7828g7609方法1基础轴线位g122395g4622量g7828g76092g7643g20652g1022g712g165用水g1946仪或拉线和g4622量g7828g76093基础截面g4622g4556g10210g4622量g7828g76094g11468g18063两板g20652低g50581用直g4622和g4622量g7828g76095g15932面平整度3用2g80靠g4622和偰行塞g4622g7828g7609（7）框架基础模板及设备基础模板拆除基础模板拆除:在砼g5390度达到1.2Mpg68g14033保证g1866g15932面棱g16294g993因拆除模板而g2475损g2530方可拆除,拆除顺序g1038g1820g13449g2533g2530g8190g2533g30在g2528条件养护g16809件砼g5390度达到1.0Mpg68g2530,g1820松动g12371g17819柱的g4557拉螺栓,g1889松开g3332脚螺栓,g1363模板g994砼面脱开g30脱模困难g7114,可用撬棍在模板底部撬动,严禁在上g2487撬动、晃动或用大锤砸模板,拆除g991的模板及g7114清g10714上面的残渣,在g1866g15932面刷g3921隔g12175剂,g1000g8611g8437g3355g1852面g7828g7609,分g12879g3546码,保证g1363用质量.（8）框架基础及设备基础砼工程施工工艺流程：清g10714模板内杂物浇水润湿模板砼浇g12581留g2474制g1328g16809件养护.g312砼的浇g12581和振捣a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-218g36.g10432立基础一g8437行浇g12581,g993设施工缝.施工g17819程g1025,要注g5859浇g12581速度、g2414度.浇g12581g2414度g5224g6523制在0.30.6g80内.g8611层浇g12581g7114间g993得间隔60分钟g1209上g30g37.设备基础视单体大小和g9157浅分段施工g30g38.在g991雨天施工g7114,砼浇g12581完g8617g2530要有遮盖措施,g1209g19462雨水冲走水泥浆影响砼质量g30D.振捣砼g7114,g8611一振g9869的振捣延g13505g7114间,g5224g1363砼g15932面呈现浮浆和g7092气泡产生g1038宜,采用g6566入g5347振捣器g7114,g5224避g1825碰撞钢筋、模板g30振捣器g6566入g991层砼内的g9157度g5224小g112250g80g80.砼的养护砼浇g12581完g8617g2530,g5224在12小g7114之内g4557砼加g1209浇水g30砼浇水养护的g7114间,g993得少g11227g71,浇水g8437数g5224g14033保持砼g3800g1122湿润g10378态g30砼的养护用水g994拌制用水g11468g2528.现浇g10432立基础的质量g6523制：g1866轴线位置g1571g5058g6523制在10g896g1209内g712垂直度g6523制在10g896g1209内g712g7643g20652g6523制在g10210g896g1209内g712g15932面平整度g6523制在8g896g1209内g712g7828g7609方法用钢g4622g7828g7609g452（9）测温孔的设置:g4557g1122g17751大体积的设备基础g712在安装预留洞g7114g712用48钢管g636510001000g80g80左右安装测温孔伸入设备基础主体砼内g19283度1000g80g80左右g452g1209便砼浇g12581完g6116g2530g712掌握g6523制砼内的温度g10378况g452（10）设备基础砼的养护：g4557g1122g17751大体积的设备基础g712在砼浇g12581g17819程g1025适当放慢砼的浇g12581速度g712加快砼的散热g452g2528g7114在砼浇g12581完g8617终凝g2530g71212g75g1209内g4557砼面进行覆盖g712派专人浇水养护g712随g7114保持砼面呈湿润g10378态g4522.框架主体工程施工方法：（1）主体施工工艺流程：分墨放线、g7669核轴线位置及g7643g20652g6657设g9397g3542脚手架g14279上层梁g991g2487柱钢筋绑扎柱钢筋隐蔽验收柱模板支设柱模板验收柱砼浇g12581梁板支承g6657设梁底板g6657设梁钢筋绑扎梁侧模及板模支设预留洞、预埋件安设梁板钢筋及模板验收梁板砼浇g12581养护模板拆除g712g1209此g12879推g14279框架封顶g452（2）主体钢筋施工方法施工工艺流程：钢筋进g3342验收g2474g7691复测钢筋加工绑扎前g1946备钢筋绑扎钢筋隐蔽验收工序g1144g6521手g13505g452g312钢筋加工和g9950g6521g36钢筋在现g3342加工g6163（见施工总平面布置g3282）g19610g1025加工g712制g1328g7114g5224注g5859钢筋的g5430g10378g8503确g712平面上g7092g13740曲g993平现g16949g727钢筋末端弯g19069的g1940空g993小g1122钢筋直g5464的2.5倍g727钢筋弯曲g9869g3800g993得有裂缝g712g1038此g4557IIg13435g1209上的钢筋g993g14033弯g17819g3848在弯回g7481g727钢筋加工g6116型g2530g1813g16780g1571g5058g1038：g1852g19283g10210g896g712弯g17227钢筋g17227弯g9869位g12239g10220g896g712弯g17227钢筋的弯g17227g20652度g1025g896g712g12641筋g17805g19283g1025g896g452a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-219g37.g8611g6221进g3342钢g7460及g9950g6521g6521g3848g6365规g4462进行机g7812g5627g14033g16809验g712g2524格g2530方g14033加工及绑扎g452g17877g7828g5529g20047见证g2474g7691g712g2554则g993g14033g1328g1038g17877g7828g16809件g452制g1328g3921的g6116型钢筋g6365规格g712分部位进行g6358g10272g3546放g452钢筋g3546放加垫g12175开g3332面g712g1209g19462g19164g15444g452g38.钢筋g17842g6521：小g112220g80g80的梁钢筋采用冷g6657绑扎g17842g6521g712大g112220g80g80的采用直螺纹g17842g6521g712g5529g20047严格g6365g10043机g7812工艺进行g6817g1328g452直螺纹g17842g6521g20047g1820g2474g7691g17877g7828g712g17877g7828g2524格g2530g712g1889大面积施工g452柱钢筋g17842g6521：小g112220g80g80的采用冷g6657绑扎g17842g6521g712大g112220g80g8028g80g80的采用g11017渣压力g9950g17842g6521g712g5529g20047严格g6365g10043g9950g6521工艺进行g6817g1328g452大g112228g1209上的采用直螺纹g17842g6521g712并g6365g10043钢筋机g7812g17842g6521g6817g1328规程进行g6817g1328g452钢筋绑扎g6164有钢筋绑扎根据03g42101g3282g19610的g7512g17908要求进行施工g712钢筋保护层采用g6116g2709g3621g7021垫g3371或g13466g11719砼垫g3371g452垫g3371的g2414度要g994保护层的要求g4622g4556一g14280g452梁、柱具体绑扎方法见g991g3282：a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-220a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-221g443a3钢筋g19182g3278：见g991g15932钢筋g19182g3278g19283度名称g19182g3278g19283度末端弯g19069g19283度备注g71g3125g71g30525基础梁38Dg3051g50g71底板35D40g71g30510g71g3693柱g6566筋直g6521g6566g14279底板g991g15932面g30510g71g443a4钢筋保护层g2414度根据g7424g20045工程的g4466g19481情况g712g13449g2533g2475力的普g17902钢筋及预g5224力钢筋g712g1866混凝土保护层g2414度（钢筋g3818g17805g13548及砼g15932面的g17329g12175）g993g5224小g1122钢筋的g1856称直g5464g712g1000g5224g12538g2524g991g15932的规格：钢筋的保护层g2414度部位保护层g2414度（g896）备注g4472内g8016板20g4472g3818g8016板30g4472内梁30g4472g3818及土g3768内梁30柱35g3292梁、g7512g17908柱30基础底板40雨g785420机g7812g17842g6521g6521g3848g17842g6521件的砼保护层g2414度宜g9397g17287上g15932要求g452梁、柱g1025g12641筋和g7512g17908钢筋的保护层g2414度g993g5224小g112215g896g443a5钢筋的g6657g6521g19283度g36.一g14336情况g991钢筋g6657g6521g19283度见g991g15932g1000g305300g896g712g3926设计有特g8542要求g7114g712g6365设计要求g6657g6521g452a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-222钢筋的g6657g6521g19283度钢筋g12879型砼g5390度g12573g13435g3815g3820g3825g3830g3835g305g3840g1821圆钢筋Hg51g37235g1343545g7135g7130g7125g71g5114g13919钢筋Hg53g37335g1343555g7145g7135g7130g71Hg53g37400g13435g53g53g37400g13435g66g6655g7140g7135g71g37.g6521g3848的g7422端g17329g12175钢筋弯g6252g3800g30510g71,g1000g993得位g1122g7512件的g7380大弯矩和g12641筋加密g2318g452基础梁上筋g6521g3848位置：支g5243或支g5243两侧1/3范g3272g727g991筋g6521g3848位置：g17340g10251/3范g3272g452（3）a238a15a0a1a6a7a37a8a39a6a7a35a241a242a9a10a245a246a225g68g4557g1122平面预埋件g712在位置g11023g3921g2530g4570g19182筋g994梁板钢筋g9869g9950达到g3374g3278水平、g993g991g8797g4613可g1209g452g2528g7114用水g1946仪g17331g17406g6523制顶g7643g20652g452g4497度g17241g17819200的g19093件在g19093板g1025间适当g2118出g18212的放气孔g1209g2045g19093件底部砼密g4466g452g69梁上g3926g7536设有单g17724g11017g14911g14458安装用螺栓套管g712则要g6365设计位置g4570模板g19087孔安装上g712或g6365梁的g4497度放置套管g712g1306套管g20047g994钢筋g20604架g9950g6521g10294g3278g712两端用胶g5114封严g452g70.螺栓组g9950g6521g3278g4462之前g1820g4570g6164有螺栓组的轴线投到g3818g3272模板上g712g9994g2530g6365轴线拉线g712g4570做g3921的螺栓组模g3371g1025g5527g4557g1946拉线（模g3371放在g1119g1820g6523制g7643g20652的四根钢筋顶上）g712g9994g2530进行g9950g6521g1328g1006g452在安装g7114随g7114g7828g7609g8611组g1025g8611根螺栓的g17329g12175g1209及组g994组之间的g17329g12175（主要g7171两g1022方g2533g17329g12175和g4557g16294线g17329g12175）g712并g7828g7609g3818g19718g19283度g7171g2554g9397g17287要求g712g7171g2554g3355匀一g14280g452g71.预埋件安装前g20047在钢筋上或g8016板模板上用g13430g14406g16772号g12520或g5389墨线g7643示出埋件的位置、g7643g20652g12573g452柱及梁侧埋件安装初步g4613位g2530g712g1820用g19093钉g994模板g1032g7114g3278g4462g712g9994g2530在埋件g13984面加设g15814左右水平g11713钢筋并g994g13479g7512钢筋绑扎g712g16855整埋件位置确认g7092g16835g2530g712用绑扎丝g4570埋件、g11713钢筋和g13479g7512钢筋三g13785绑扎g712g1363埋件g3278g4462g10294g3278g452g1038g1114保证混凝土浇g12581g17819程g1025g712埋件g994模板钉g10294g13051密g6521g16314、g993g9443浆g712g5224在埋件周g17805g17160胶g5114g452e.g3282示g3926g991：a54a55a56a57a58a59a60a61a62a63a64a65a66CBMI.CTP.END.A.022-223a11a12a13a14a16a17a18a19a20a21a22a23a24a25a26a27a23a28a29a30a26a31a32a33a34a36a38a40a41a42a31a32a27a23a28a29a30a26a43a44a45a46a47a48a49a50a51a52a53a54a55注：a56a33a26a57a34a58a59a60a61a62a63a64a65a66a67a68a69a70a71a72a73a74a75a76a77a78a79a62a63a64a65a80a73a81a82a83a84a85a86a84a87a88a89a68a90a91a92a64a93a94a95a65a80a73a96a89a82a83a97a98a88a68a90a91a99a96a78a100a62a101a102a66a67a68a103a104a105a92a106a94a107a74a108a89a109a110a92a106a62a96a64a111a112a65a113a78a38a114a41a42a115a116a34a117a118a119a120a121a43a122a123a43a124a125a126a127a128a129a34a36a115a130a131a132a133a134a26a135a133a134a26a136a137a57a34a34a36a44a122a125a126a127a128a129a133a26a136a137a57a34a131a132a133a134a26a135a138a139a126a127a128a129a140a141a142a143a144a131a132a145a146a133a134a26a135a147a148a149a150