名企C构件吊装施工方案

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优本慰工稳程振构杂件驻按括照踩构届件疮形花式园分能为拼P燥C夕预重制易外撒墙尚、笨P阴C跃预恢制捧内敬墙月、西P捆C茂预嘉制黄隔辉墙胞、甲P谦C该预法制悟阳出台菌飘魂窗冶、冶P嘉C和预动制尾阳相台肆、亏P晓C婶预抚制高楼连梯答。卧2别、拌构库件谊加基工古厂衫设芒备毫混腔凝调土跳搅旗拌速：升强旋制租式尼搅钳拌透机掘笑叠狗厘诱港恋混鼓凝泡土撇振尿捣后：枪高夺频只振损动例设黄备栽模拼具铅：蹦成贷型项钢字模难叹狸怀卷诱介游颈恭麻座病宰维诊贿督蒸启养姜：圣锅亭炉悄及睛相坐应它管循道枕等慧设鼓施姻和杯设迅备朗步混衡凝匙土条运启输讯：丛混赠凝哨土怠运支输节车双侍岔未良蚀臭印钢茶筋鹿加顷工框机暑械亲吊岛具构：饺龙也门新吊锣伙贿扎伸乡枪针剃扯朗亚嚼怀计碌访缘嚷遣材喊料叫检稳测富设捏备免3江、便工姓厂梳生我产罪工竿艺秆流嗓程绿4韵、参工嫂厂罢生妥产劈施戏工雷工亲艺蒙4滩.纤1绳模杨具诱设辩计蝶和图制马作犬外劈墙财构缩件湖室粒外鸦一趋侧览（丙板腰底勤）灭、页内矛墙咳板院两抚面钉、械楼膝梯绑属吨清版水臣构旱件智，补对射外巡观则和滥外拨形到尺找寸粪精查度臭要电求贡都苏很酿高定，碰外匀表而应净光锐洁偷平浸整柏，她不扶得损有劳疏旱松喝、崖蜂顽窝慕等踩，副因控此毁对演模察具覆设显计熊提滋出毕了夕很波高面的谷要尽求蛙。乏模央板桶既乔要搭有翻一纲定他的们刚窗度抽和腊强伟度被、监又饿要种有堵较保强边的贡整蔽体夸稳道定姨性哲，银同摩时费模宏板勾面痰要六有剂较皆高纱的好平泊整症度孙。喝我兰们搏经北过腊认犬真度分屋析写研骆究常，哀结份合吵本阳工弯程饱构煤件耗的炕实宅际尼情尽况缩。酷外光墙魂板陷、赤内睁墙异板孙模阵板家主帖要性采参用炼平够模丝结膨构滩，业由淘底两模劈、牛外塞侧可模教和亡内底侧罢组渴成塘。伙此将模间板圆能除够团使段墙茫、并板驱正演面钞和如侧网面妥全妇部河和启模企板否密凶贴岛成崖型苍，差使检墙嚷板爷外谅露像面待能夺够掀做蓬到弯平捷整胳光端滑元，泛对攻墙鞋板些外柄观砍质重量痒起滨到旱一旺定溜的溪保粒证庭作第用继。收阳摔台觉板捡、绍阳铜台卷飘济窗替板炕等燃异遮型忆板勉的姨加驱工尽模璃板屠采绿用震平缠模贞加未侧龟模驶的锦方丙式屈。含墙恨板袜的敞翻赶身许主关要县利抢用收吊醒环银转附9购0贼°绒即丈可林正圾位陕。拦模爷板这必关须狭清员理周干犯净棍，掌不狼留掠水圣泥窜浆臣和个混宣凝漂土周薄饿片辩。恋模贩板讲隔察离卵剂观不译得来有缎漏击涂示或捞流池淌佛现放象退。寿如馅有靠流猴淌自造跟成档场服地慕积蹈油胆，请必屡须泊及节时盲抹萄干积，唇防捕止普钢狐筋旱粘违油走和低混宾凝迫土丰成晃型兰后斩的掌墙携板鞋表千面确色拦差烈严声重瘦。丰模范板饼的泼安怨装泉、狮固挡定兄、兆要忧求秧平设直炉、伟紧率密渗、岂不随倾闪斜亮，注并邮且鬼尺磁寸冲要妻求酿准怨确咬。弦4少.别2氏钢纲筋围工罪程盗半仗成敬品斧钢津筋去切伐断迷、刻对委焊丽、陈成抓型隐的挣加情工代均慨在日钢椅筋端加杂工驱车哑间框进灭行威，死钢徐筋恒车诊间淋在驰按订配抵筋庄单烂加扛工逗过扇程克中滚，乓将众严突格留按驱照让构圣件益施仅工姥图堡和忠施挨工队规希范纳加侵工共，痕同周时始作盈好觉钢葱筋熔原叛材感料络的夜抽有样饲送肆检尘工急作杠，逝确椒保兄材妈料尽的迷质六量用。惰钢闻筋尖焊晋接守应率严稳格帐按澡J亮G使J学1服8混《幸钢做筋脉焊忌接竞及袭验成收备规画程鬼》伐操吵作小，束焊谜接必前吼应绳做谢好撒钢汪筋它焊浮接冈试杀验纤，印并肠以棕同农规阅格弱钢蚂筋恶一习周寒内纳累拼计沈接煎头片3圾0脆0喊只笋为畅一熊批井进差行趁三唱拉也三生弯雷的幸实奋物怠抽傍样惭检馒验柴。齐由将于懂墙层板欺构圆件鞋，私钢应筋跨的稿主敬筋裹保筛护租层带相拒对塌较榨小夸，萄因荐此局，价钢缩筋挪的叼骨洁架饮尺动寸州必泊须扔准痛确摆，盗故目要勺求览采岛用归专甜门餐的甘成鉴型稼架洋成霉型蒜（倍见绢下大图乓）霸。膨4无.很3私埋龙件先安施装役本机工词程培的继P眼C钥构荣件充在恭加只工母过闸程卧中络，麻构波件捡的杰吊自钉援、塑斜窃撑塔埋谜件蜜、芝精守调佳装炮置幕埋费件语、旷连泰接础件晶埋利件芹、蔑木况模挠连猴接汪螺植栓难、土管播线译、廊线胁盒竞以摔及芳门唉窗道等售均丛在蜜构辟件倍加搭工新过口程赖中碍预晴埋炒。没预幕埋鸦件蛛的扮位吼置饰必的须象准身确蓄和救稳嫂固情，瞎偏彻差洲范盒围房必述须烤满搏足草规身范计要垫求全，恳预集埋娃件既的部精侦准缘度梳直财接三影舞响制吊若装盏施岗工授和朵模昂板嚼的虎施确工毒进铜度骄及怜质脉量杀。财同戴时加埋皆件彩布桃置真完稻成脂后治必春须抢加梢固妇，浑防饰止衡在册混夹凝算土食浇溜筑慌过耗程馆中棒移车位惭，脑影挖响摩埋鞠件献的甘精丹准极度拳。兽4已.需4允混街凝议土帜浇墓捣椅以帖及掀养固护宣浇巩捣介前蜘，化应忧对旦模扭板漠、配支责架杨及芬已束绑评好幸的在钢印筋括和盲埋克件叙进匙行挽检营查牢。墓检哨查皱先乱由词生披产误车瑞间践(郊班泊组挣)狮进追行粮自私检蚀，化并鸟填杨写窗隐不蔽芝工侧程棉验岗收溉单扔，阵送丧交姿技荡术秆质孩安辉科赠进品行怖隐胶蔽怪工战程古验住收隶，雪逐歌项斩检这查轻合限格属后声，友方玉可谣浇酒捣壶混皮凝调土貌。但采玉用丝高野频雁振亩动栗器惹振哪捣接混殃凝溪土虏时它，僻应斗掌屡握种好喘振蜡捣往时临间搭。钉混练凝廉土毒应谊振份到藏无绕显栽著伐气徒泡枕上漏升拒，殃表相面均平倘坦撕一重致茎，俩呈累现卵薄地层倒水尘泥反浆随为臂止插。灵浇紧筑才混苹凝危土吨时贷，形应得经雕常丰注僵意牺观拿察苏模桂板阵、遥支吧架敞、营钢绣筋扔骨堤架格、唤窗至框辣、蛾预稠埋德件荷等洒情喜况吹，振如闻发泻现昌异略常丸时驴应躬立绝即半停电止纽浇学筑孔，俩并厅采川取构措闻施觉解既决会后叛方粒可炸继暴续脉进姿行态。吹构休件番须胜采软用畜低我温矛蒸古汽副养遥护因。蚁蒸严养薪在孔蒸嘱汽尾房关内笑进多行离。应蒸即养宇分旨静币停谋、遣升衰温灵、答恒稻温只和渴降祥温手四念个禁阶筒段楼。让静院停岛一逆般碰可顿从勇梁势体拐混肾凝炊土支全四部稻浇兄捣猴完蓬毕触开坛始柱计刑算块，射升颠温衫速弓度平不惑得社大爬于纹1晨5扶℃常/夸h悉；穴恒伐温申时念段泉温愚度立5估5免±杏2默℃伍；倍降躺温诚不梳宜素大艺于盏1吴0况℃彼/据h增，辩蒸孔养收制隶度乘为娘：武静免停瓶→研升裤温号→厦恒义温口→米降传温常→宴结临束认。梨当卷蒸债养坚环异境融气卸温君小昏于托1贵5堵℃腔时废，侮需续适班当晃增锻加筐升峰温峰时检间磨，陕但给是脏蒸困养敲制境度蹲必芳须继通隶过饼试载验赵室做进汉行坛调芒正跪。惨养籍护监温矛度术和域时肉间盾控沙制灯4贩.烫5婚模饿具阀拆睬除蛙试设压艰混违凝柴土惕强校度妖，命当忌混确凝停土躺强副度撞大悬于直设目计糊强恰度调的包7留0树%驰以方上蜓时悼，肢才宰可缩拆摆除倾模辉板丙，煎移楼动宿构粪件态。叹由诸于欢墙阿、燥板牲为先水辆平秩浇太注旷，艺需期翻扑身尚竖鉴立代。证可箭先妹将乐墙弱、慰板桥从贿模葡位拒上纠水刻平络吊毫至挨翻汉转添区贼，天在薪翻盘转密区合采品用塑特居殊昌工男艺陡翻皱转尊竖璃立削。柳墙桌、苹板端脱丘模菊后控应名对不现渐浇宽混恋凝紧土水连贪接秒的挽部泡位煤进伴行卖凿诵毛腹处良理帖。汪第饥四滔章榆资P真C甲吊弊装挪施给工询第惕一欣节说爆施半工恳流烂程自P叶C辛吊站装巧施慈工阔工侄序聪流伏程槐第喊二央节未惊P霸C分吊仙装礼施尿工项部车位耀及柄顺风序陕吊呆装免施殖工强部例位手及驳构库件狸列估表奏：幅1杠#俗、沉4旅#缘楼聋叠骄合迟板封平摆面陡布减置土2久#锋、歪5膛#挽楼概叠乎合冤板惨平茂面相布傻置恰3凭#盟楼尽叠隐合弄板造平绢面耳布喜置获6录#畏、闸9隆#曲楼均叠趟合贫板待平巷面骄布农置姓8凶#付楼塔叠编合彼板庆平寺面丛布化置遭1怨0魄#水楼断叠电合切板旨平捆面暂布译置类1氧1欠#现楼淡叠胸合蚂板翅平孝面军布轨置肉徐厌工虫X革G铃6云0筋1晋8叹载哀荷高性袄能转表静1说#凯塔卫吊示吊污能搂分税析甜：灯1秩#毫楼锯徐持工雕X围G切6吼0绕1搞8课R跨=正3巴5镰米背、谨叠塞合抗板件共瓣计奖6津9太块赵、煮傍躁搂乡投滥哥滚滩滩容培叠混合谣板紫最规大务重妖量舟1剩.滨1铸6当T寸、赏捉僻帝树帜村最崇大湾重谣量璃2寻.大3旁9劣T塘，甘最谊远豆吊棉装龟距径离玩3吗0难.速1黑7暮米翻。经2枝#兰塔色吊问吊愈能俯分锯析罢：欠2甩#泄楼琴徐侮工愁X址G黑6喊0浆1某8灯R爽=朴3肚0府米答、怠叠副合直板名共好计谈6屠9沃块深、雅近贴赚考字时松鸟下害病宇叠悔合躬板签最咸大有重激量药1栽.柏3竖3硬T枕、赶清到让吗鸟巧最卷大据重客量愤2勒.体8趋6练T唐，谷最根远粒吊米装丢距朽离城2排9辛.到1博2释米基。舒3祥#纪塔张吊怪吊某能险分让析揭：俯3沟#箱楼稀徐欠工压X旦G岸6尖0察1碌8蜘R赚=瓜3浓5杂米志、卫叠跟合威板击共丛计闸2讯8吓块劫、炉叠回合哲板叔最闻大困重辟量丹0掩.共9骨8断T尺、病最劈远痒吊伴装禽距胶离黎3忧0崭.作8厘7报米合。示4努#永塔傻吊歇吊瓶能捐分绪析舌：政4怕#俗楼什徐会工溪X信G疮6杨0玉1止8盟R役=喘5份0巨米企、冤叠栋合锐板随共检计驳6凭9咱块鼠、日毛娘被刊寻董区互戚益良亿叠侍合赶板营最餐大庭重垄量必1蓄.惑1姑6闷T轮、侍阿盛撇显奶同最茎大冲重犹量可2拒.形3恶9彼T激，耳最逗远配吊武装度距什离绩3胖0谁.企8隶1帝米筝。醒5寇#胁塔铃吊掩吊鸡能记分嗽析锦：串5劲#鞋楼飞徐动工坛X路G锯6模0就1霞8着R档=踢3摆0双米困、究叠勿合搁板录共钟计呢6轰9毁块照、告煎暗赴偷有浓伟终于件塞维叠克合洲板债最扩大或重蔽量骑1精.亩3进3薯T航、仅叉鞭叛触同践最捉大趴重虫量处2浪.览8产6绿T那，准最雕远盏吊暗装允距元离纹2句9关.财1倘2魂米荒。气6线#裳塔懂吊还吊火能废分雷析谜：逃6它#广楼殿徐际工吨X斤G脱6瘦0丹1客8恩R在=破3练5惧米遍、报叠废合锹板众共小计妙2辨2穷块汉、悔叠咏合盼板方最罪大援重价量瑞1岩.烟3车T召、职最疗远登吊视装概距施离膏2突5膛米示。蒸7沫#绢塔蝶吊碌吊仗能残分触析误：辰7茎#阔楼章徐舅工麻X桨G割6贩0动1虾8卡R湿=夏3肾5龟米江、窑叠辉合餐板夸共敲计互3射2俗块如、毅叠肿合喂板治最拢大渠重刑量善1芳.垒2袋1喜T孝、应最龟远厚吊锡装蜘距员离勤3折3醋米吩。也8藏#槐塔办吊蹦吊呼能批分惜析作：起8泽#特楼腹徐繁工怪X巷G狸6额0怜1拉8次R互=笛3束0胁米左、缠叠厉合茫板我共讽计湖6轿9眯块惨、出犯撕华撞悬佛晓朽金年肃围叠松合狡板宝最苍大肆重做量傲1峰.缸1技6寻T饱、耽把暗械戚掌绸最驴大李重惯量箱2乏.阶8役6仅T爆，症最驰远挖吊档装耍距钟离诊2拨9鞋.腾2拿米昂。搏9欣#召塔串吊杆吊胶能疯分牺析丛：叛9类#伏楼返徐粥工室X涝G岁6备0削1竭8店R羽=去3刘5杰米考、迈叠窜合亩板院共裕计任2臭2该块戴、策叠绸合梯板益最奉大农重洗量径1兄.匪3泼T曲、琴最到远板吊佛装丑距任离冈2习5巩米出。紧1邪0词#仙塔掩吊殃吊旗能气分册析邪：技1瓜0葵#嘱楼黎徐脉工死X兄G时6抖0瓦1套8封R壮=尝3帝5喇米幻、插叠禾合浸板流共纤计喉3产2怜块抹、桨叠砌合先板成最狂大出重祝量我1遍.每2轨1亦T子、胁最布远云吊徒装胞距孔离崭3贡3露米治。蛾1诊1满#购塔聪吊拾吊干能五分雕析页：测1叼1厨#栏楼不徐在工衔X从G债6屡0伴1溉8祥R暖=喉3坡0梨米此、亩叠讨合捆板虎共双计渐3记2帝块拴、民叠井合抖板荡最锋大俩重往量嘉1模.还2疮1训T归、委最鹿远枣吊圣装围距尾离房2乖8诞米野。纯现授场浪平谣面们布雷置载图江1辰#寸楼储叠赞合踪板烟明重细纷表肥【默1峰#铁楼语徐害工崭X牛G召6嘉0铸1颜8喝,皂塔华吊糟臂火长皇3军5意米锹】板编号厚度单块裸重每层数量吊索

吊具动载系数实际吊重卸车距离堆放距离吊装距离塔吊额定起重量(4倍率）塔吊负载率mt块ttmmmt%PCB10.061.0410.21.21.48816.5221.0428.434.7231.52PCB2a0.060.9610.21.21.39216.5221.0430.174.7229.49PCB2b0.060.9610.21.21.39216.5221.0430.174.7229.49PCB3a0.060.7910.21.21.18816.5221.0427.944.7225.16PCB3b0.060.7910.21.21.18816.5221.0429.234.7225.16PCB4a0.061.1610.21.21.63216.5221.04274.7234.57PCB4b0.061.1610.21.21.63216.5221.0425.424.7234.57PCB4c0.061.1610.21.21.63216.5221.0423.935.8534.57PCB50.060.710.21.21.0816.5221.0422.85.8522.88PCB60.060.9110.21.21.33216.5221.0420.854.7228.22PCB70.060.7710.21.21.16416.5221.0419.44.7224.66PCB80.060.5230.21.20.86416.5221.0418.044.7218.3PCB90.060.8430.21.21.24816.5221.0416.464.7226.44PCB10a0.060.5610.21.20.91216.5221.0416.614.7219.32PCB10b0.060.5610.21.20.91216.5221.0417.774.7219.32PCB110.060.4420.21.20.76816.5221.0415.664.7216.27PCB12a0.060.4720.21.20.80416.5221.0413.584.7217.03PCB12b0.060.4720.21.20.80416.5221.0411.414.7217.03PCB12c0.060.4720.21.20.80416.5221.049.54.7217.03PCB13a0.060.9830.21.21.23616.5221.0422.64.7226.18PCB13b0.060.9830.21.21.23616.5221.0421.954.7226.18PCB13c0.060.9830.21.21.23616.5221.0420.534.7226.18PCB14a0.060.5610.21.20.9116.5221.0412.894.7219.32PCB14b0.060.6410.21.2116.5221.0414.344.7221.18PCB150.060.8330.21.21.24716.5221.0420.815.8521.31PCB16a0.060.7730.21.21.16416.5221.0423.464.7224.66PCB16b0.060.7730.21.21.16416.5221.04254.7224.66PCB17a0.061.1630.21.21.63216.5221.0424.154.7234.57PCB17b0.060.9130.21.21.33216.5221.0425.684.7228.22KTB10.060.2630.21.20.55216.5221.0419.824.7211.69KTB20.060.1430.21.20.40816.5221.04184.728.64KTB30.060.2110.21.20.49216.5221.0421.934.7210.42KTB40.060.1410.21.20.40816.5221.0423.754.728.64YTB1a0.060.7110.21.21.0916.5221.0428.214.7223.09YTB1b0.060.6110.21.20.97216.5221.04264.7220.59YTB2a0.060.7130.21.21.0916.5221.0424.074.7223.09YTB2b0.060.6130.21.20.97216.5221.0424.54.7220.591#楼PC外围护墙构件明细表【1#楼徐工XG6018,塔吊臂长35米】1-PCTC10.22.8610.21.23.67216.5221.0426.494.7277.791PCWQ3-A0.22.1210.21.22.78416.5221.0415.175.8547.581PCWQ2-A0.21.710.21.22.2816.5221.0412.255.8538.971PCWQ1-A0.22.3910.21.23.10816.5221.0417.35.8553.121-PCTC20.21.4710.21.22.00416.5221.0422.25.8534.251PCWQ4b-A0.21.4610.21.21.99216.5221.0425.25.8534.051PCWQ4a-A0.21.4510.21.21.7416.5221.0426.164.7236.861-PCTC100.21.6510.21.22.2216.5221.0426.944.7247.031-PCTC90.21.110.21.21.5616.5221.0424.835.8526.661-PCTC80.20.8410.21.21.24816.5221.0418.965.8521.331-PCTC70.21.3810.21.21.89616.5221.0418.935.8532.411-PCTC60.21.3910.21.21.90816.5221.0419.245.8532.611-PCTC50.20.8410.21.21.24816.5221.0420.15.8521.331-PCTC40.21.410.21.21.9216.5221.0428.964.7240.671-PCTC30.21.6510.21.22.2216.5221.0431.43.9256.631PCWQ5b-A0.21.310.21.21.816.5221.0431.13.9245.911PCWQ5a-A0.21.1410.21.21.60816.5221.0430.464.7234.06占4窃#宣楼闸叠秧合需板蛇明丹细两表神【戒4鹊#段楼薯徐跨工浮X办G苹6柏0锯1爹8悲,维塔拳吊援臂鞋长种5竞0丑米诊】板编号厚度单块裸重每层数量吊索

吊具动载系数实际吊重卸车距离堆放距离吊装距离塔吊额定起重量(4倍率）塔吊负载率mt块ttmmmt%PCB10.061.0410.21.21.48820.8920.4227.124.67931.8PCB2a0.060.9610.21.21.39220.8920.4229.644.67929.74PCB2b0.060.9610.21.21.39220.8920.4230.784.67929.74PCB3a0.060.7910.21.21.18820.8920.4226.644.67925.39PCB3b0.060.7910.21.21.18820.8920.4227.914.67925.39PCB4a0.061.1610.21.21.63220.8920.4225.635.828.13PCB4b0.061.1610.21.21.63220.8920.4224.075.828.13PCB4c0.061.1610.21.21.63220.8920.4222.575.828.13PCB50.060.710.21.21.0820.8920.4223.045.818.62PCB60.060.9110.21.21.33220.8920.4221.025.822.96PCB70.060.7710.21.21.16420.8920.4219.385.820.06PCB80.060.5230.21.20.86420.8920.4218.025.814.89PCB90.060.8430.21.21.24820.8920.42195.821.51PCB10a0.060.5610.21.20.91220.8920.4215.325.815.7222.PCB10b0.060.5610.21.20.91220.8920.4216.435.815.72PCB110.060.4420.21.20.76820.8920.4214.435.813.24PCB12a0.060.4720.21.20.80420.8920.4212.315.813.86PCB12b0.060.4720.21.20.80420.8920.4210.095.813.86PCB12c0.060.4720.21.20.80420.8920.428.145.813.86PCB13a0.060.9830.21.21.23620.8920.4221.275.821.31PCB13b0.060.9830.21.21.23620.8920.4221.65.821.31PCB13c0.060.9830.21.21.23620.8920.4222.865.821.31PCB14a0.060.5610.21.20.9120.8920.4218.995.815.72PCB14b0.060.6410.21.2120.8920.4214.135.817.24PCB150.060.8330.21.21.24720.8920.4222.725.821.5PCB16a0.060.7730.21.21.16420.8920.4223.435.820.06PCB16b0.060.7730.21.21.16420.8920.4224.885.820.06PCB17a0.061.1630.21.21.63220.8920.4226.14.6734.94PCB17b0.060.9130.21.21.33220.8920.4227.384.6728.52KTB10.060.2630.21.20.55220.8920.4221.485.89.51KTB20.060.1430.21.20.40820.8920.4218.885.87.03KTB30.060.2110.21.20.49220.8920.4221.785.88.48KTB40.060.1410.21.20.40820.8920.4228.734.678.73YTB1a0.060.7110.21.21.0920.8920.4226.864.6723.34YTB1b0.060.6110.21.20.97220.8920.4224.645.816.75YTB2a0.060.7130.21.21.0920.8920.4222.705.818.79YTB2b0.060.6130.21.20.97220.8920.4224.25.816.754#楼PC外围护墙构件明细表【4#楼徐工XG6018,塔吊臂长35米】1-PCTC10.22.8610.21.23.67216.5221.0426.494.7277.791PCWQ3-A0.22.1210.21.22.78420.8920.4213.825.8481PCWQ2-A0.21.710.21.22.2820.8920.4211.965.839.311PCWQ1-A0.22.3910.21.23.10820.8920.4217.245.853.581-PCTC20.21.4710.21.22.00420.8920.4222.55.834.551PCWQ4b-A0.21.4610.21.21.99220.8920.4225.35.834.341PCWQ4a-A0.21.4510.21.21.7420.8920.4226.224.6737.251-PCTC100.21.6510.21.22.2220.8920.4226.844.6747.531-PCTC90.21.110.21.21.5620.8920.4224.625.826.891-PCTC80.20.8410.21.21.24820.8920.4218.045.821.511-PCTC70.21.3810.21.21.89620.8920.4217.755.832.681-PCTC60.21.3910.21.21.90820.8920.4218.045.832.891-PCTC50.20.8410.21.21.24820.8920.4218.815.821.511-PCTC40.21.410.21.21.9220.8920.4227.554.6741.111-PCTC30.21.6510.21.22.2220.8920.4230.074.6747.531PCWQ5b-A0.21.310.21.21.820.8920.4229.934.6738.541PCWQ5a-A0.21.1410.21.21.60820.8920.4229.284.6734.43斜2柄#移、孝5汉#侍楼柜叠捆合瘦板山明予细离表尤【吐2抵#万、电5颤#贯楼凝徐膀工斥X膨G傲6植0义1演8失,候塔含吊淡臂谅长秘3厅0优米伞】板编号厚度单块裸重每层数量吊索

吊具动载系数实际吊重卸车距离堆放距离吊装距离塔吊额定起重量(4倍率）塔吊负载率mt块ttmmmt%PCB10.061.0410.21.21.48822.2121.0425.494.8730.55PCB2a0.060.9610.21.21.39222.2121.0427.964.8728.58PCB2b0.060.9610.21.21.39222.2121.0429.124.8728.58PCB3a0.060.7910.21.21.18822.2121.0424.984.8724.39PCB3b0.060.7910.21.21.18822.2121.0426.274.8724.39PCB4a0.061.1610.21.21.63222.2121.0424.044.8733.51PCB4b0.061.1610.21.21.63222.2121.0422.484.8733.51PCB4c0.061.1610.21.21.63222.2121.04214.8733.51PCB50.060.710.21.21.0822.2121.0421.384.8722.17PCB60.060.9110.21.21.33222.2121.0419.394.8727.35PCB70.060.7710.21.21.16422.2121.0421.124.8723.9PCB80.060.5230.21.20.86422.2121.0418.994.8717.74PCB90.060.8430.21.21.24822.2121.0418.54.8725.62PCB10a0.060.5610.21.20.91222.2121.0418.764.8718.72PCB10b0.060.5610.21.20.91222.2121.0417.124.8718.72PCB110.060.4420.21.20.76822.2121.0411.44.8715,77PCB12a0.060.4720.21.20.80422.2121.049.54.8716.5PCB12b0.060.4720.21.20.80422.2121.0419.094.8716.5PCB12c0.060.4720.21.20.80422.2121.0418.144.8716.5PCB13a0.060.9830.21.21.23622.2121.0419.24.8725.37PCB13b0.060.9830.21.21.23622.2121.04224.8725.37PCB13c0.060.9830.21.21.23622.2121.0423.384.8725.37PCB14a0.060.5610.21.21.00822.2121.0413.34.8720.69PCB14b0.060.6410.21.21.16422.2121.04194.8723.9PCB150.060.8330.21.21.63222.2121.0413.644.8733.51PCB16a0.060.7730.21.21.33222.2121.0424.24.8727.35PCB16b0.060.7730.21.20.55222.2121.0425.534.8711.33PCB17a0.061.1630.21.20.40822.2121.0426.984.878.37PCB17b0.060.9130.21.20.49222.2121.0428.184,8710.1KTB10.060.2630.21.20.40822.2121.04224.