大橋工程梁施工方案含詳細(xì)計(jì)算書

T梁張拉計(jì)算及壓漿施工方案一、30mT梁張拉伸長量計(jì)算值(按μ=0.1,k=0.0015計(jì)算）彈性模量Eg=(1.983+1.9104+1.9776+1.9675+1.9484+1.969)/6=1.96Gpa根據(jù)后張預(yù)應(yīng)力筋理論伸長值及預(yù)應(yīng)力筋平均張拉力的計(jì)算式：Ｐ×Ｌ[1-e-(kL+μθ)]△L=P=P×Ａy×EgkL+μθ式中:△L—預(yù)應(yīng)力筋理論伸長值：cm；P—預(yù)應(yīng)力筋的平均張拉力，N；L—從張拉端至計(jì)算截面孔道長度，cm；Ay—預(yù)應(yīng)力筋截面面積，mm2；Eg—預(yù)應(yīng)力筋的彈性模量，Mpa；p—預(yù)應(yīng)力筋張拉端的張拉力，N；θ—從張拉端至計(jì)算截面曲線孔道部分切線的夾角之和，rad；k—孔道每米局部偏差對摩擦的影響系數(shù)，0.0015；μ—預(yù)應(yīng)力筋與孔道壁的摩擦系數(shù)，0.1；（一）、30mT梁中主梁攻1.N嗚1戶（五6葡束）姑預(yù)應(yīng)力筋裁截面面積釋Ay罰=140曲*6=8單40mm疫2巡錨下控制窯應(yīng)吃力袍σ演k=0.企72Ry羽b喉=0.7助2*18悲60=1血339.毛2MPa體起始端頭燦張拉積力槍p1披=尤σ淋k*潑Ay說=133處9.2*產(chǎn)840=練1124沉.928帝KN譜由圖紙說喬明甘：養(yǎng)θ猶=4.4姓6°*3呆.14/喘180°茄=0.0勾778r引ad編狂膠練L=3尺1.68賊06-2畏*1=2鵲9.68共06m尤沸漆乏坊L丘彎僚=2.7夠218m灘概賊矛早L客直蝴1=9.劉6184蠻*2=1崖9.23盲68m謀出僵再炮L奏直臥2啦=塑（薯29.6死806-精19.2著368-薄2.72還18*飯2墳）嚷/2=2瘦.500垃1m易μ場=0.1助,R=0女.001忍5,環(huán)由張拉力殺的計(jì)算公綠式擇:聞[1-e慌-(kL吉+篩μ妹θ騰)]映困軋壁1策-晚e-餡(模0.0撐015*臉2.72素18+0繭.1*0缸.077蘋8)賠P=P映×撐楚睡=萌1124勁.928致*永重朱義義刷kL跌+瘋μ飼θ雕0.00若15*2疫.721烘8+0.唉1*0.憑0778齒突孔=球1118朽.281帆84KN督鄙免勝碎謙藍(lán)報效p2=2西P-P1柄=踏1118柜.281攏8*2-尾1124瓶.928穩(wěn)=11形11.6客3568票KN沃平伏退率擔(dān)負(fù)Ｐ枕×斑Ｌ濃練釣寸辱抄寸拴師咳嫁縣訓(xùn)△屑L=汗油倡=閑1118耽.281漏84*2證.721密8/(8隙40*1暖.96*絞105紡)打Ａ以y×Eg雅叼=站1.85咱cm黃L評直氧1=P2奇×L裹直桐1踐/Ay×奴E=墨1111芝.635送68*1掏9.23簡68/8照40/1殊.96*五10辱5范=12.脖99cm嫂L顛直辨2=P1結(jié)*贏L亭直扒2/陶Ay×體E=11采24.9杠28*2仔.500齒1/84元0*1.淡96售*10及5飯=1.7唱1cm股評L家=1.8竹5*2+六1.71告*2+1油2.99蛾=20.財11cm悲2.揪N巷2掙（沖6丘束）吳預(yù)應(yīng)力筋土截面面積謝Ay敵=140籠*6=8毯40mm敲2騎錨下控制供應(yīng)橡力專σ智k=0.斃72Ry腿b胡=0.7坐2*18張60=1浮339.椒2MPa濱起始端頭鋒張拉熄力憶p1寸=躺σ象k*另Ay珠=133蝴9.2*王840=改1124稅.928仆KN飄由圖紙說宿明令：凡θ屢=5.8樸6°*3牧.14/謝180°交=0.1桃022r飯ad職龍聲未L=3耽1.71戚51-2提*1=2雪9.71棕51m曉朝庫卵隨L兇直隨1=7.雁1898臟*2=1辨4.37豬96m桐次胸及債L孩彎柿=3.5販772m叨兔瞞初危L動直想2糞=漫（貧29.7匹151-攏14.3概796-危3.57去72*墾2敏）巨/2=4模.090助55m環(huán)μ館=0.1捎,R=0委.001者5,吸由張拉力幸的計(jì)算公索式年:喪[1-e侵-(kL揭+窗μ痰θ里)]挎妄桃售1電-你e-爽(裁0.0尊015*資3.57愁72+0聰.1*0探.102則2)粥P=P罵×夜炒靈=奔1124睡.928你*乎還心拍彼瓦kL哄+轟μ比θ宅0.00方15*3春.577賣2+0.后1*0.笛1022披疑邁=皇1116誼.206睬KN耍率殲培幕閘姐蝴往p2=2輩P-P1患=臟1116糞.206堤*2-瞧1124兄.928受=11眨07.4慌83KN播墓府丸鮮咸衛(wèi)Ｐ蜜×托Ｌ原栽關(guān)溝辟蹦豎莫硬柏溪卵陪△維L=練污負(fù)=右1116釀.206石*3.5稍772/你(840欲*1.9銅6*10杯5)彼Ａ降y×Eg浸稱=帽2.42授cm減L宇直滴1=P2跡×L罪直裕1陪/Ay×膊E=演1107沸.483衛(wèi)*14.秀3796防/840貞/1.9掙6*10突5楚=9.6攀8cm敞L兄直賴2=P1植*戒L圍直申2/唇Ay×燦E=11揮24.9普28*4成.090籍55/8皮40*1渣.96石*10底5博=2.8送cm狠呆L百=2.4勝2*2+認(rèn)2.8*姥2+9.玉68=2株0.12余cm兼3.辰N做3喬（錦6速束）按預(yù)應(yīng)力筋姓截面面積尤Ay弊=140折*6=8止40mm伏2蟲錨下控制駝應(yīng)尸力以σ耍k=0.推72Ry鵲b懲=0.7館2*18短60=1刮339.下2MPa賢起始端頭盞張拉牢力播p1既=貼σ雹k*襲Ay珠=133畫9.2*壩840=厘1124因.928嗽KN漁由圖紙說械明荷：儲θ敗=6.5訂4°*3騾.14/泰180°多=0.1四141r駝ad埋得碗首L=3兇1.75驕42-2飯*1=2掘9.75垃42m肅故稼綁其L味直路1=4.焦9802檢*2=9侮.960責(zé)4m術(shù)竿快柴弦L輕彎自=3.9哀953m據(jù)暢狐辣牛L瓣直載2目=開（項(xiàng)29.7紗542-弦9.96跟04-3弓.995覽3*提2匪）汁/2=5葵.901欣6m共μ攤=0.1鏈,R=0彩.001逗5,抗由張拉力任的計(jì)算公嚴(yán)式猶:企[1-e撐-(kL刺+駛μ帝θ聽)]福虹獻(xiàn)斬1管-裹e-壞(雅0.0廁015*喇3.99互53+0逮.1*0躺.114緣1)擺P=P旱×便政呀=贈1124涉.928咱*銹腐紀(jì)看駕土kL猴+纖μ卻θ閑0.00糟15*3推.995態(tài)3+0.捐1*0.浸1141架循司=饞1115乞.197砍KN艇巾讓線看熟筋菜武p2=2聲P-P1番=蛋1115鳴.197輩*2-鞭1124棄.928疑=11械05.4枝65KN酬槐鎮(zhèn)珠深撇誕Ｐ道×侍Ｌ燃舞斷鐘喚艘停巴擋愧譽(yù)苗沈△儲L=溜止貿(mào)=幕1115服.197活*3.9潛953/替(840蒸*1.9索6*10拒5)倆Ａ酒y×Eg卸驕=睡2.71吼cm籃L規(guī)直式1=P2踢×L當(dāng)直吃1酬/Ay×添E=憶1105廟.465蓄*9.9熊604/助840/塑1.96衛(wèi)*10鄙5湯=6.6廳9cm喪L絹直滋2=P1盲*菠L竿直憐2/趁Ay×雨E=11田24.9仰28*5云.901距6/84蹄0*1.渠96換*10池5代=4.0絹3cm合揭L鑄=2.7蹦1*2+陷4.03藝*2+6帝.69=德20.1起7cm瘋4.杯N季4范（娘6窯束）納預(yù)應(yīng)力筋滿截面面積括Ay巷=140侄*6=8棋40mm都2敬錨下控制庫應(yīng)勁力惜σ雜k=0.男72Ry唐b脆=0.7跡2*18蓄60=1甲339.鄙2MPa細(xì)起始端頭薪張拉懼力鐘p1肚=恰σ約k*演Ay桐=133怨9.2*擊840=遷1124么.928淘KN血由圖紙說政明白：傭θ撓=6.3李7°*3肢.14/木180°嘉=0.1裳111r新ad夏方垂丈L=3耀1.77施44-2偽*1=2嶺9.77喬44m逐哨喜菠待L碎直蓄1=3.第0317視*2=6食.063配4m裳斜伯拌淘L陽彎神=3.8司925m血尋侵股遍L舍直梯2扛=役（突29.7排542-期6.06拋34-3明.892濫5*梨2弊）炭/2=7構(gòu).963介m卸μ怎=0.1梁,R=0豬.001瘡5,行由張拉力氧的計(jì)算公為式嫂:似[1-e性-(kL哄+板μ芬θ凡)]夠益俊傅1睜-核e-寧(帳0.0川015*擠3.89這25+0鹿.1*0異.111襯1)綁P=P正×=脾1124昂.928果*明kL六+梁μ強(qiáng)θ感0.00駛15*3翻.892辱5+0.青1*0.卷1111陶=鞠1115鋤.447骨KN諒使辦稀拴資僑網(wǎng)伴p2=2竟P-P1于=睡1115賓.447迫*2-景1124喂.928商=110芝5.96掘7KN先出宰Ｐ菠×爪Ｌ偏手△欲L=遺=齒1115建.447養(yǎng)*3.8侍925/殊(840禍*1.9燕6*10愉5)五Ａ賀y×Eg倚爛=慈2.64基cm墨L烤直般1=P2耐×L顫直脂1身/Ay×列E=邊1105詞.967盯*6.0阿634/約840/看1.96療*10獵5搏=4.0環(huán)7cm命L智直往2=P1蝕*腔L辯直壟2/俊Ay×訪E=11泄24.9暮28*7換.963喂/840裕*1.9拒6脂*10況5辟=5.4河4cm悶L=2瀉.64*龍2+5.虜44*2繭+4.0堪7=20斬.23c盟m纏5.覆N捉5貓（爺6生束）催預(yù)應(yīng)力筋資截面面積掏Ay別=140翼*6=8忘40mm撲2潤錨下控制筍應(yīng)孕力項(xiàng)σ乒k=0.趨72Ry暑b公=0.7慈2*18懷60=1蔽339.虹2MPa戲起始端頭渣張拉米力法p1梨=壘σ幅k*嬌Ay穩(wěn)=133胡9.2*資840=犧1124摟.928里KN畏由圖紙說紹明府：秋θ合=6.7菠4°*3你.14/湖180°副=0.1應(yīng)176r顧ad憶L烤=31.共8153剖-2*1應(yīng)=29.阻8153姥m拌洲L涼直枯1=0.夸9197梁*2=1榨.839邊4m胞琴L抬彎惰=4.1臣159m飯倦L滔直血2壯=的（懼29.7鈔542-蜻1.83摸94-4錢.115柿9*鋼2婦）粥/2=9末.872漢05m本μ肯=0.1正,R=0細(xì).001件5,脾由張拉力柱的計(jì)算公榮式蔑:羽[1-e片-(kL祥+丟μ旦θ柏)]拜1-侍e-穩(wěn)(逢0.0向015*苦4.11統(tǒng)59+0精.1*0社.117戶6)應(yīng)P=P隆×=嚷1124線.928論*吸kL日+休μ救θ慈0.00繡15*4擺.115瞇9+0.席1*0.胃1176炒=朗1114斷.902備KN盛標(biāo)罰蜂吸木琴上異p2=2仿P-P1沸=賞1114吹.902漸*2-桃1124傳.928忠=110榴4.87縱6KN涉略杠Ｐ寬×恭Ｌ客汪△貓L=皂=看1114杰.902巧*4.1刺159/松(840趨*1.9竭6*10坐5)治Ａ條y×Eg港推=尤2.79義cm抹L律直浙1=P2掏×L遞直脾1寺/Ay×仆E=歉1104宰.876喬*1.8個394/屑840/有1.96劇*10悔5宮=1.2報3cm勿L著直貫2=P1糧*餃L培直僅2/技Ay×今E=11楚24.9評28*9俗.872將05/8蒜40*1冊.96世*10枯5哈=6.7毯5cm訴L=2權(quán).79*驗(yàn)2+6.決75*2隆+1.2你3=20頁.31c辯m充（二鴨）目30m城T和梁邊主梁芹1.N神1纖（甩7博束）同預(yù)應(yīng)力筋迫截面面積留Ay偉=140喝*7=9挑80mm喬2誤錨下控制問應(yīng)差力暈σ爆k=0.抄72Ry鼻b圓=0.7果2*18醬60=1草339.永2MPa調(diào)起始端頭遵張拉咱力撞p1趙=概σ你k*抄Ay孔=133曲9.2*繪980=糊1狐312.迎416K盒N譜由圖紙說豆明芹：可θ敵=4.4籌6°*3泉.14/脾180°困=0.0園778r療ad境L曠=31.莫6806唉-2*1概=29.怨6806琴m胃斑L飄彎舒=2.7漲218m撕川L曠直愁1=9.華6184損*2=1久9.23步68m叔神L命直倒2湊=偽（紅29.6奴806-窄19.2描368-盛2.72賢18*驚2精）何/2=2癥.500鄙1m猾μ中=0.1陽,R=0灶.001涌5,超由張拉力餃的計(jì)算公符式曲:材[1-e語-(kL芽+搏μ貌θ針)]耳1-世e-快(搶0.0饞015*脖2.72銜18+0鼻.1*0筑.077千8)倦P=P混×=晃1情312.累416顫*突kL牲+公μ墻θ稀0.00稻15*2花.721稅8+0.犬1*0.翁0778舅=態(tài)1304壁.66K肅N肢無摔遵玻糞幅涉丑p2=2黑P-P1肅=究1304亂.66*既2-政1撒312.迫416肺=129演6.91寄KN河感俗Ｐ撇×濫Ｌ米抵△訂L=思=悟1304錫.66*督2.72盆18/(崖980*漿1.96井*105彼)陸Ａ流y×Eg佳庸=版1.85左cm勸L恰直獄1=P2簡×L歷直摸1虛/Ay×墨E=靠1296膽.91*哲19.2為368/抓980/訓(xùn)1.96優(yōu)*10濱5居=12.魚99cm躺L業(yè)直姿2=P1血*稀L玩直偷2/體Ay×柴E=13皮12.4斯16*2拘.500蹲1/98莊0*1.瘦96蔽*10晉5俯=1.7逆1cm顆L=1墻.85*露2+1.灰71*2荷+12.賠99=2狂0.11郵cm臺2.幕N毒2廳（途7影束）鴿預(yù)應(yīng)力筋卸截面面積昨Ay先=140寇*7=9客80mm呈2銳錨下控制勝應(yīng)掘力遙σ瓶k=0.步72Ry串b膨=0.7寨2*18趙60=1棍339.血2MPa塵起始端頭商張拉難力滲p1桶=毛σ利k*元Ay慕=133指9.2*仁980=盒1殖312.宏416K說N效由圖紙說呢明鋼：號θ還=5.8速6°*3介.14/凡180°孔=0.1喜022r界ad庭L漫=31.巧7151系-2*1誼=29.惕7151伍m驕蛇L銅直街1=7.荒1898魯*2=1紙4.37脆96m械生L共彎點(diǎn)=3.5牽772m腎偽L沃直育2羅=改（遠(yuǎn)29.7紗151-投14.3厘796-桑3.57尊72*照2維）寫/2=4堅(jiān).090皂55m乏μ蘆=0.1隆,R=0顛.001凝5,橫由張拉力木的計(jì)算公拔式孤:計(jì)[1-e傭-(kL更+鬧μ疊θ畜)]榨1-佩e-被(閘0.0影015*博3.57老72+0哪.1*0張.102妻2)紡P=P柄×=回1筆312.土416沿*確kL筋+赤μ面θ抬0.00丟15*3拜.577奴2+0.底1*0.肅1022憑=哪1302鍛.24K商N(yùn)日秋歇雀屆疾負(fù)貸商p2=2恥P-P1指=疫1302稈.24*扎2-檢1溜312.財416恨=129犯2.06雕4KN可喂應(yīng)Ｐ個×生Ｌ罩磚△紛L=占=毀1130惕2.24畏*3.5傘772/搬(980立*1.9優(yōu)6*10觀5)緒Ａ串y×Eg巖跪=勾2.42溝cm香L普直繭1=P2伸×L失直腥1重/Ay×革E=練1292想.064叨*14.備3796挨/980宋/1.9曾6*10宜5摧=9.6課8cm念L物直棗2=P1撫*童L淡直毫2/般Ay×或E=13稻12.4披16*4句.090造55/9霞80*1閃.96島*10朗5坐=2.8酬cm介L=2雞.42*博2+2.唱8*2+獲9.68摧=20.連12cm墻3.觀N志3汗（忽7局束）智預(yù)應(yīng)力筋飽截面面積拒Ay棍=140隸*7=9坐80mm話2液錨下控制堵應(yīng)袖力常σ副k=0.醫(yī)72Ry液b細(xì)=0.7吹2*18那60=1抗339.線2MPa參起始端頭隨張拉漢力墻p1均=掏σ尺k*顏Ay韻=133柔9.2*灶980=惡1辱312.扒416K騰N若由圖紙說第明叉：瞞θ絨=6.5增4°*3籍.14/爪180°勢=0.1耍141r壽ad敘L欲=31.緊7542妻-2*1本=29.無7542畝m攏劫L成直掠1=4.闊9802裙*2=9紛.960貴4m悶虧L混彎慣=3.9降953m數(shù)睛L冷直瞞2概=鹽（奴29.7范542-喊9.96捷04-3健.995往3*村2巨）規(guī)/2=5陪.901曲6m爹μ爐=0.1秋,R=0四.001唯5,蔥由張拉力質(zhì)的計(jì)算公核式拼:脾[1-e汁-(kL均+邊μ仁θ啦)]喚1-米e-終(女0.0遠(yuǎn)015*鍋3.99帝53+0堵.1*0焦.114污1)羊P=P循×=兵1貓312.膨416理*貓kL芬+庭μ置θ膽0.00悟15*3仆.995剃3+0.掙1*0.撒1141賠=諷1301蕩.063消KN土蝴扛搖戰(zhàn)撞獲魚碌p2=2斃P-P1搞=似1301預(yù).063揭*2-細(xì)1院312.慎416姜=128飯9.71士KN狹陡搭Ｐ鞭×求Ｌ睡?！鳡tL=舒=即1301支.063宴*3.9脹953/鏡(980佩*1.9袖6*10娃5)周Ａ睜y×Eg裝冷=含2.71怕cm遣L僅直虜1=P2婚×L間直越1敲/Ay×安E=重1289洞.71*盟9.96隱04/9起80/1君.96*糾10雄5指=6.6陪9cm續(xù)L拖直攏2=P1題*恩L逗直栽2/宗Ay×尤E=13己12.4竊16*5婚.901儀6/98窗0*1.竭96點(diǎn)*10宅5局=4.0汁3cm游L=2行.71*鼓2+4.立03*2借+6.6甩9=20亂.17c飾m宵4.冒N菠4吉（斗7垂束）撤預(yù)應(yīng)力筋獅截面面積約Ay仙=140糊*7=9駁80mm獄2封錨下控制熟應(yīng)筐力擇σ暈k=0.穩(wěn)72Ry矛b屢=0.7淋2*18太60=1惱339.支2MPa禍起始端頭姨張拉拆力居p1睜=船σ上k*提Ay秘=133失9.2*授980=乞1射312.遞416K礎(chǔ)N愚由圖紙說功明笛：制θ等=6.3鵝7°*3奴.14/樓180°高=0.1況111r心ad舌L時=31.氣7744楊-2*1堅(jiān)=29.族7744禿m辱土L間直張1=3.微0317久*2=6鋸.063告4m罷灣L忌彎譜=3.8獸925m逆路L曾直稍2賽=辟（悶29.7董542-翁6.06搏34-3增.892萍5*拘2雷）岸/2=7完.963詳m功μ谷=0.1歪,R=0授.001煮5,鏡由張拉力殺的計(jì)算公漸式展:局[1-e良-(kL歐+撇μ供θ佩)]膝1-茫e-厘(錫0.0末015*齡3.89扔25+0施.1*0蒸.111虎1)眨P=P呢×=懶1腳312.寧416途*借kL俱+賢μ板θ版0.00倚15*3傘.892址5+0.鏟1*0.創(chuàng)1111生=臥1301轟.355雪KN嗓透州飛蠶政顏合述p2=2蒙P-P1喬=皇1301碑.355易*2-界1木312.拋416嫁=129繞0.29蘋5KN膽擠盛Ｐ塌×智Ｌ萌收△巧L=慰=巡1301萬.355統(tǒng)*3.8展925/隱(980態(tài)*1.9鳥6*10耳5)矮Ａ踩y×Eg食技=陳2.64發(fā)cm些L亮直擱1=P2弄×L啦直帝1底/Ay×威E=減1290餅.295曬*6.0六634/截980/和1.96級*10療5納=4.0丑7cm全L兔直噴2=P1慮*肢L斑直餡2/蒼Ay×獨(dú)E=13刮12.4佩16*7躁.963箱/980直*1.9詞6炭*10清5姿=5.4估4cm客L=2尊.64*偉2+5.伐44*2窮+4.0湯7=20逮.23c陸m項(xiàng)5.痕N燥5忠（揮7智束）趣預(yù)應(yīng)力筋丸截面面積捐Ay戰(zhàn)=140椒*7=9搞80mm灑2傲錨下控制墻應(yīng)賺力凡σ桶k=0.干72Ry沃b禾=0.7掀2*18洋60=1版339.時2MPa確起始端頭惹張拉征力已p1墾=年σ殖k*殃Ay擇=133檔9.2*蒼980=術(shù)1頓312.址416K賊N鉛由圖紙說浙明采：允θ抗=6.7往4°*3抖.14/樸180°哭=0.1疊176r如ad甚L差=31.踐8153隔-2*1普=29.霧8153可m曠簽L嬌直棕1=0.精9197報*2=1芝.839各4m疤腔L仗彎乒=4.1扁159m座柱L獄直俱2誕=擾（先29.7膚542-玻1.83職94-4量.115泊9*雁2喂）保/2=9紛.872妙05m纖μ頑=0.1藝,R=0具.001嫩5,托由張拉力伴的計(jì)算公統(tǒng)式燒:績[1-e象-(kL魚+引μ區(qū)θ佳)]頸1-陸e-協(xié)(綁0.0薯015*示4.11溫59+0籃.1*0助.117乏6)精P=P釣×=斜1丙312.清416商*竭kL窄+市μ震θ遺0.00康15*4走.115疊9+0.惠1*0.偵1176除=鳴1300被.719津KN逮恨選障輕鎖識德稠p2=2鈴P-P1失=慘1300表.719沈*2-海1124閉.928拍=128恩9.02崇3KN兩緩穩(wěn)Ｐ講×霧Ｌ出存△氏L=壯=友1300狐.719看*4.1幫159/外(980羽*1.9莊6*10婚5)節(jié)Ａ微y×Eg建臭=俱2.79舊cm新L趣直是1=P2絹×L姿直堆1員/Ay×撇E=籍1289挺.023禍*1.8戀394/吊980/俊1.96插*10苦5層=1.2票3cm瘋L途直秒2=P1郵*選L驗(yàn)直覽2/哨Ay×賤E=13茄12.4彈16*9扛.872竭05/9種80*1幼.96酒*10海5邊=6.7民5cm雖L=2適.79*翻2+6.賣75*2匪+1.2車3=20禿.31c耍m聰千斤頂工枯作長度的逆伸長量計(jì)香算朝:烏Δ區(qū)L=PL幫/AyE彈y村=總σ富k*岔Ay遲*L/A昏yEy采=游σ滋k*L/充Ey=1今339.潛2*0.須58/1摩.96*爭10翠5疾=咽4.0m醋m舌二門、航35m悔T縱梁張拉伸神長量計(jì)算甲值床(瞧按崇μ啟=0.1害,k=0洲.001路5蘆計(jì)算爹）研彈性模壤量沫Eg=俗(心1.98無3+1.郵9104躺+1.9網(wǎng)776+石1.96希75+1唐.948鄙4+1.脂969)掉/6挑=1.9擠6Gpa禽根據(jù)后張嬌預(yù)應(yīng)力筋朋理論伸長悟值及預(yù)應(yīng)囑力筋平均簡張拉力的渾計(jì)算式：賄真乓Ｐ插×親Ｌ楊決[1-e毫-(kL屈+任μ逮θ域)]挎△款L=魂P(guān)=P岔×壓Ａ搭y×Eg窄劍kL醫(yī)+療μθ蓬式微中巴:候犬△猴L(fēng)隨—收預(yù)應(yīng)力筋舉理論伸長是值：猜cm載；豬P薪—臥預(yù)應(yīng)力筋裙的平均張雖拉力，糾N撤；搜L犧—腳從張拉端跌至計(jì)算截遭面孔道長源度，別cm領(lǐng)；既Ay認(rèn)—醬預(yù)應(yīng)力筋鑼截面面積詳，理mm2掙；梅Eg胃—壁預(yù)應(yīng)力筋農(nóng)的彈性模橡量，組Mpa汗；烘p慎—瀉預(yù)應(yīng)力筋第張拉端的閥張拉力，濃N添；陶θ程—剝從張拉端置至計(jì)算截長面曲線孔膏道部分切活線的夾角煎之和，幫rad靠；饅R凈—賭孔道每米壤局部偏差莊對摩擦的奸影響系數(shù)轉(zhuǎn)，彼0.00霜1根5策；巖μ脈—牙預(yù)應(yīng)力筋帳與孔道避繁的摩擦系因數(shù)，腹0.1氏；執(zhí)（一啄）抹35m叮T享梁中主梁稻1.N轟1養(yǎng)（助7賤束）府預(yù)應(yīng)力筋征截面面積況Ay倡=140彎*7=9誼80mm衛(wèi)2滲錨下控制語應(yīng)嘉力敏σ須k=0.賊72Ry停b歐=0.7構(gòu)2*18享60=1責(zé)339.矩2MPa普起始端頭娘張拉寧力廉p1槐=罪σ倆k*原Ay宜=133驅(qū)9.2*季980=川1312理.416祖KN邊由圖紙說笨明維：原θ揭=4.4秧6°*3始.14/宗180°脫=0.0惑778r貝ad都L法=36.戲6802崖-2*1呼=34.月6802扎m序L喂彎聯(lián)=3.1票106m爹獎L錘直掠1=11歡.923弄9*2=尿23.8乞478m杜牧L間直利2災(zāi)=榨（震34.6雕802-裹11.9咱239*局2-3.惹1106街*掏2將）容/2=2憂.305肅6m河μ押=0.1相,R=0繡.001惠5,葛由張拉力謊的計(jì)算公歷式漠:仔[1-e頭-(kL承+腥μ娘θ洞)]岸1-魯e-證(匠0.0卡015*催3.11僚06+0卻.1*0戒.077姐8)移P=P幟×=絮1124喊.928越*綠kL鋸+立μ爺θ惰0.00印15*3故.110灣6+0.蜘1*0.反0778輪=仇1304疑.282鐘KN忽決市效芹賢財意盈p2=2灣P-P1顆=組1304霸.282植*2-1跟312.們416下=129禿6.14斥9KN悲顯兔Ｐ燦×乳Ｌ幻游△夕L=東=登1304漸.282父*3.1監(jiān)106/察(980論*1.9艘6*10勵5)慰Ａ晚y×Eg綿積=籠2.11獲cm感L鋒直膝1=P2磨×L/A恰y×E=努1296容.149縣*23.盟8478牌/980桃/1.9好6*10塑5三=16.士1cm京L跪直忽2=P1刺×L/A莊y×E=兇1312筐.416裂*2.3拘056/看980/鍋1.96堡*10疲5靈=1.5剃8cm礎(chǔ)L=1挽6.1+兔2.11閑*2+1插.58*轟2=23稍.48c撫m率2.端N救2攏（因7浩束）油預(yù)應(yīng)力筋材截面面積慰Ay紅=140尼*6=9雹80mm紀(jì)2制錨下控制響應(yīng)星力淚σ丟k=0.兄72Ry扶b驗(yàn)=0.7執(zhí)2*18縫60=1綢339.茂2MPa肥起始端頭輝張拉拜力諒p1霜=距σ瞞k*星Ay美=133那9.2*狼980=象1312印.416妥KN持由圖紙說乏明置：霞θ閱=5.8肅6°*3成.14/正180°沖=0.1錢022r丹ad陵L圍=36.玻7143牲-2*1衣=34.罷7143烤m胃旁L被彎若=4.0滑883m叢奇L盛直況1=9.復(fù)4341球*2=1模8.86勵82m評磁L祝直諷2域=貢（棄34.7得143-予18.8槍682-事4.08邀83*界2延）憂/2=3苦.834視75m浮μ壤=0.1粗,R=0肚.001磚5,臣由張拉力淚的計(jì)算公停式研:柜[1-e謹(jǐn)-(kL欄+門μ豐θ青)]攏1-豐e-震(洽0.0沙015*制4.08算83+0柱.1*0回.102滴2)噴P=P妹×=膚1124鈴.928攪*碌kL綠+犯μ唉θ艱0.00筋15*4婦.088婚3+0.刮1*0.介1022氣=頃1301寇.742栽KN辯杯搏錫家渡剩某島p2=2罷P-P1蘆=危1301臉.742域*2-1瓣312.昆416匠=129蜂1.06安8KN陡彩聾Ｐ葵×痰Ｌ林棟△犁L=建=袖1301谷.742液*4.0甚883/秀(980搬*1.9鮮6*10搖5)魚Ａ帳y×Eg疾睬=扔2.77淘cm齊L注直吐1=P2亡×L/A援y×E=極1291之.068鍵*18.毒8682提/980俱/1.9釣6*10穩(wěn)5丟=12.邁69cm晃L時直買2=P1扣×L/A周y×E=森1312口.416藍(lán)*3.8落3475蔑/980睡/1.9驚6*10邪5黑=2.6泡2cm米L=1蛛2.69扁+2.7資7*2+井2.62返*2=2求3.47撕cm怨3.經(jīng)N侄3衫（價7麗束）某預(yù)應(yīng)力筋勞截面面積況Ay附=140言*6=9消80mm竿2唐錨下控制李應(yīng)兼力克σ桐k=0.酸72Ry初b呼=0.7踏2*18導(dǎo)60=1顫339.嗚2MPa奮起始端頭宮張拉榮力配p1粱=俱σ鉛k*餓Ay超=133鞏9.2*淡980=津1312溝.416怕KN本由圖紙說連明械：肉θ么=6.5舞4°*3傲.14/加180°過=0.1獨(dú)141r歐ad蝕L口=36.晌7529錯-2*1聽=34.序7529未m把L王彎麻=4.5米661m斬善L倍直畜1=7.渾1945年*2=1辟4.38蝶9m鈔巴L能直譯2烈=低（頌34.7驅(qū)529-曾14.3矛89-3榮.110沿6*蕉2尸）怪/2=5獸.615淺85m軋μ數(shù)=0.1飛,R=0脫.001貪5,吉由張拉力抱的計(jì)算公短式鄰:愈[1-e吊-(kL盼+層μ役θ煙)]擇1-渴e-歐(擁0.0忽015*序4.56庫61+0靠.1*0扭.114險1)腦P=P婚×=寧1124跳.928排*眨kL苦+荒μ程θ解0.00作15*4欠.566令1+0.克1*0.寬1141搬=闊1300萌.508圓KN珠匙飽飾小齡利央抗p2=2沿P-P1頃=厚1300郵.508滴*2-1麗312.太416除=128乒8.59克9KN王蘆酬Ｐ警×解Ｌ缸減△榜L=債=削1300撿.508反*4.5搖661/律(980痰*1.9獄6*10促5)雷Ａ緞y×Eg臣孫=貪3.09懲cm宏L麗直箭1=P2喪×L/A揚(yáng)y×E=滾1288目.599熔*14.掙389/慢980/座1.96壯*10闊5培=9.6鍵6cm冠L你直卵2=P1霉×L/A疼y×E=秧1312瓶.416嶺*5.6牲1585墨/980尚/1.9限6*10族5小=3.8抵4cm屬L=9閘.66+齊3.09民*2+3梯.84*穴2=23混.52c灣m塵4.聯(lián)N頑4揮（捎7獻(xiàn)束）裕預(yù)應(yīng)力筋鍋截面面積城Ay堵=140浴*6=9西80mm巷2娛錨下控制雜應(yīng)霞力嚷σ絕k=0.羊72Ry頂b狐=0.7醫(yī)2*18巨60=1飽339.再2MPa笨起始端頭備張拉群力搬p1跳=價σ蜻k*奴Ay場=133徹9.2*李980=徑1312撲.416染KN滅由圖紙說些明睜：輛θ藥=6.3渣7°*3刪.14/擦180°嘩=0.1迅111r坊ad桃L榆=36.冶7733赤-2*1攤=34.偷7733欄m軋L堅(jiān)彎腿=4.4系486m告描L稠直撥1=5.姨2534服*2=1煤0.50本68m法銷L優(yōu)直區(qū)2巖=濕（拋34.7述733-銀10.5亡068-申4.44辮86*包2通）屬/2=7地.684津65m肚μ么=0.1置,R=0野.001利5,團(tuán)由張拉力冒的計(jì)算公俗式胸:緣[1-e她-(kL蒼+屠μ爪θ透)]蔬1-篩e-薦(王0.0起015*很4.44償86+0致.1*0桐.111掃1)銀P=P沾×=屑1124熔.928睛*竿kL希+時μ喝θ劉0.00厲15*4吸.448框6+0.率1*0.仇1111樓=霉1300她.814奇KN功就萄凈價繼虹促呢p2=2軍P-P1戒=扯1300截.814等*2-1燒312.濕416攀=128房9.21貸2KN織趕門Ｐ屬×田Ｌ駐駝△匙L=嶺=幅1300裙.814肝*4.4胡486/誤(980形*1.9投6*10備5)元Ａ汁y×Eg跟痛=喝3.01顧cm炊L涉直棒1=P2姿×L/A百y×E=亭1289帽.212雷*10.甲5068老/980雪/1.9捐6*10廚5忽=7.0爛5cm逗L親直脫2=P1贈×L/A皮y×E=梳1312跡.416弊*7.6密8465被/980睜/1.9逐6*10私5鄭=5.2屈5cm藍(lán)L=7椅.05+健3.01青*2+5告.26*狼2=23顯.59c黑m寄5.澇N驗(yàn)5芒（冊7菌束）雀預(yù)應(yīng)力筋榮截面面積車Ay烏=140框*6=9棄80mm唱2頃錨下控制虜應(yīng)吊力樣σ跟k=0.含72Ry豎b欺=0.7任2*18句60=1干339.塔2MPa蘭起始端頭辮張拉恐力竿p1珠=突σ資k*棒Ay槍=133迷9.2*像980=寬1312鏟.416址KN濟(jì)由圖紙說盼明牛：毀θ功=6.7副4°*3賺.14/灑180°憐=0.1短176r殺ad漢L燃=36.蝕814-剛2*1=恰34.8叢14m玻L若彎揉=4.7蔬039m延筐L吵直甜1=3.訂1253飼*2=6欠.250仁6m終腎L湯直娘2披=冷（浮34.8志14-6憶.250厘6-4.樹7039忌*陵2雜）瘋/2=9敘.577她8m要μ繪=0.1共,R=0胳.001踐5,扇由張拉力悟的計(jì)算公幅式扁:跡[1-e為-(kL緞+感μ嗽θ子)]顏1-滋e-腳(我0.0甚015*扶4.70趴39+0王.1*0隱.117朽6)訊P=P丹×=動1124脖.928欠*稻kL粗+黨μ培θ倒0.00暮15*4臭.703什9+0.禁1*0.敗1176各=山1300饒.148符KN鉗掉集沸仍左葵膏獨(dú)p2=2板P-P1抗=愧1300晌.148藝*2-1紀(jì)312.廣416耽=128趙7.87輔9KN評塌辯Ｐ塑×綠Ｌ賀東△賢L=娛=勤1300泊.148層*4.7小039/樂(980朽*1.9捕6*10尊5)蔽Ａ犁y×Eg省送=勝3.18木cm研L黑直泥1=P2草×L/A辟y×E=少1287尖.879其*6.2怒506/秩980/慌1.96懶*10民5晨=4.1涼9cm汁L慢直毅2=P1償×L/A討y×E=平1312半.416見*9.5走778/清980/眨1.96枯*10憑5做=6.5鴿5cm紡L=4清.19+言3.18亂*2+6辰.55*倉2=23真.65c提m槐（二塔）埋35m瞎T鐮梁邊主梁退1.N身1沾（泉8役束）椅預(yù)應(yīng)力筋岡截面面積振Ay惱=140耀*8=1淘120m秩m2炒錨下控制抱應(yīng)近力長σ周k=0.逗72Ry韻b館=0.7縫2*18乞60=1被339.限2MPa遍起始端頭課張拉晌力揪p1齒=默σ濫k*信Ay斧=133法9.2*激1120汗=149墾9.90旨4KN痕由圖紙說缺明闊：故θ亡=2.2么3°*3嚴(yán).14/讓180°那=0.0尚389r眾ad于L脾=36.迫6654繳-2*1允=34.傭6654炎m三L們彎下=1.5莊577m軋銹L頁直甘1=12乓.701唇1*2=綠25.4姐022m寺士L困直挽2您=償（昏34.6紡654-水25.4豪022-迅1.55更77*悉2微）步/2=3淚.073數(shù)9m插μ前=0.1緊,R=0榴.001挎5,企由張拉力驚的計(jì)算公朗式屈:腹[1-e閉-(kL惜+杯μ使θ伙)]招1-銀e-宿(料0.0蛾015*凳1.55丙77+0獎.1*0線.038舞9)冷P=P供×=稱1124賴.928德*壁kL揚(yáng)+說μ遠(yuǎn)θ搶0.00脆15*1見.557栗7+0.彎1*0.魂0389納=怒1495成.24K挽N往欠綁鎖高定全漢滲p2=2惰P-P1弊=槐1495顏.24*左2-14狡99.9乖04=德1490定.58K斑N武中僚Ｐ慕×龍Ｌ微星△襯L=垮=蔥1495楊.24*根1.55碼77/(哥1120約*1.9毒6*10寬5)蘭Ａ便y×Eg露繁=奉1.06層cm鉤L緩直束1=P2袍×L/A隱y×E=類1490弦.58*坦25.4誓022/敞1120烏/1.9差6*10沈5惕=17.顧25cm幻L鎖直任2=P1籍×L/A脖y×E=垃1499蝕.904嗚*3.0壺739/飲1120騎/1.9漿6*10瑞5火=2.1膊cm暫L=1液7.26冰+1.0拖6*2+另2.1*撿2=23旦.58c播m允2.酸N妥2窮（閱8鉛束）趙預(yù)應(yīng)力筋節(jié)截面面積霞Ay栽=140級*8=1加120m星m2怨錨下控制慘應(yīng)暑力勢σ奸k=0.揉72Ry儉b衛(wèi)=0.7銅2*18孩60=1讀339.吼2MPa悟起始端頭巾張拉戰(zhàn)力糠p1時=位σ羊k*紋Ay煉=133嶼9.2*儀1120理=149恭9.90岸4KN憐由圖紙說檢明候：盜θ各=4.4參°*3.聞14/1壞80°=升0.07安7rad灶L礎(chǔ)=36.薪6915桑-2*1阿=34.版6915專m怠L禍彎室=3.0編709m交舅L陪直長1=9.憶9438開*2=1量9.88罵76m聯(lián)功L徹直矮2剪=散（壺34.6販915-喂19.8蹈876-庸3.07紗09*典2眼）由/2=4娘.331億05m蹤μ劇=0.1壞,R=0漿.001把5,饑由張拉力別的計(jì)算公僚式畢:唉[1-e兩-(kL牧+慧μ課θ寨)]著1-接e-城(緩0.0俗015*昏3.07鴉09+0字.1*0縣.077蛇)傲P=P雕×=僻1124炭.928咬*洽kL鳳+盆μ娛θ長0.00答15*3庫.070瞞9+0.炮1*0.監(jiān)077鴨=估1490蕩.731喬KN刪躺潤啞扒默余應(yīng)必p2=2芒P-P1類=陣1490遲.731僚*2-1業(yè)499.贈904茅=148遇1.55選8KN哲宇束Ｐ甜×尼Ｌ灶鍋△漸L=趨=控1490走.731棍*3.0級709/漿(112腐0*1.名96*1樹05)毀Ａ脈y×Eg嶼鄭=餅2.09勻cm嚇L給直葛1=P2缸×L/A醒y×E=次1481農(nóng).558置*19.壺8876挎/112爽0/1.裁96*1洽0傘5就=13.寸43cm護(hù)L業(yè)直曲2=P1垃×L/A作y×E=杠1499侮.904套*4.3痰3105賣/112頂0/1.駱96*1垂0宿5值=2.9閘6cm星L=1據(jù)3.42仁+2.0飛9*2+泊2.96唯*2=2唱3.52博cm甜3.中N原3拉（心6香束）譯預(yù)應(yīng)力筋鄰截面面積訊Ay下=140呀*8=1摩120m況m2孕錨下控制麻應(yīng)帳力衣σ皆k=0.條72Ry嫩b凍=0.7炭2*18掩60=1愉339.吃2MPa藍(lán)起始端頭懼張拉耀力很p1盟=畝σ膊k*鳴Ay亞=133年9.2*功1120落=149纖9.90蹤4KN歷由圖紙說督明倦：鍬θ銳=5.4見6°*3拖.14/義180°佛=0.0抗952r嗓ad黑L紐=36.巾7257怕-2*1冊=34.粒7257蠅m脈L業(yè)彎貴=3.8破101m條鄉(xiāng)L喪直情1=7.跳5735斥*2=1漠5.14保7m腫蘆L升直靜2框=瓦（努34.7梳257-敲15.1后47-3買.810六1*玉2襯）廊/2=5教.979茅25m雪μ繪=0.1肚,R=0將.001位5,稈由張拉力棒的計(jì)算公刪式沫:吊[1-e賠-(kL詠+日μ擁θ守)]碼1-洲e-轉(zhuǎn)(謹(jǐn)0.0點(diǎn)015*沒3.81挑01+0裳.1*0購.095得2)管P=P反×=傘1124意.928睬*冷kL餓+鏟μ慚θ臘0.00罰15*3缸.810槐1+0.蓬1*0.栗0952若=菠1488準(zhǔn).533咸KN商蘭勉痛性殃舌芳示p2=2什P-P1梅=例1488求.533朽*2-1慌499.泊904鐘=147呆7.16慌1KN幅暴丑Ｐ敘×有Ｌ擋灘△摩L=巨=臥1488接.533象*3.8刊101/灘(112漿0*1.竹96*1瓶05)范Ａ鐘y×Eg膚攻=萄2.58模cm污L英直陽1=P2嗚×L/A漠y×E=昂1477喜.161鏈*15.即147/閑1120冤/1.9秀6*10孤5禽=10.自20cm喜L天直擋2=P1獅×L/A俗y×E=擴(kuò)1499傻.904迫*5.9紡7925狼/112覽0/1.眠96*1醒0農(nóng)5峰=4.0澆9cm贊L=1祖0.20炸+2.5束8*2+事4.09榜*2=2惕3.54艇cm廈4.和N災(zāi)4冊（柜8睡束）邁預(yù)應(yīng)力筋錘截面面積填A(yù)y符=140戀*8=1渣120m代m2梁錨下控制帖應(yīng)確力森σ語k=0.乖72Ry月b獅=0.7濁2*18淡60=1他339.翠2MPa譜起始端頭述張拉使力身p1主=貢σ孔k*才Ay橫=133翼9.2*這1120俗=149業(yè)9.90速4KN傘由圖紙說悟明蜂：胳θ畢=5.5翅1°*3晴.14/感180°完=0.0踐961r翅ad誘L仗=36.細(xì)7455莊-2*1咽=34.鴿7455銳m患L棒彎襖=3.8康46m窗賺L釋直騙1=5.堪5555部*2=1險1.11翅1m劫問L永直窗2防=蝶（鉗34.7擱455-蹲11.1榜11-3釘.846趕*柳2栽）訪/2=7偵.971闊25m笛μ及=0.1棍,R=0錘.001施5,罪由張拉力任的計(jì)算公賞式癥:危[1-e莊-(kL錢+夫μ偉θ透)]晶1-羨e-見(野0.0攏015*著3.84區(qū)6+0.殼1*0.族0961戒)獨(dú)P=P脾×=漂1124箱.928院*章kL奶+糞μ邁θ賽0.00撥15*3恨.846要+0.1擋*0.0梁961岸=耽1488泊.428育KN板攜能仿愉錢迎俗節(jié)p2=2盞P-P1玩=么1488份.428別*2-1懷499.止904摩=147械6.95哀2KN波鑰繩Ｐ評×要Ｌ乖蝦△宵L=園=挺1488滲.428走*3.8辦46/(敏1120巡*1.9素6*10依5)煩Ａ魄y×Eg樣鹿=軟2.61捎cm敲L坊直溜1=P2扶×L/A可y×E=扁1476允.952聰*11.鞭111/洞1120袖/1.9痛6*10臨5解=7.4機(jī)7cm壽L婆直挽2=P1呼×L/A撒y×E=匹1499心.904頂*7.9腎7125釘/112補(bǔ)0/1.影96*1培0境5健=5.4虹5cm唯L=7桐.47+刃2.61霧*2+5后.45*悉2=23馬.59c款m預(yù)5.談N蠢5超（走8瓦束）鹿預(yù)應(yīng)力筋妨截面面積議Ay祝=140項(xiàng)*8=1碼120m村m2紐錨下控制例應(yīng)貍力根σ席k=0.揪72Ry吃b舉=0.7暗2*18城60=1飼339.簽2MPa掉起始端頭我張拉前力斷p1浩=觀σ毛k*柿Ay幻=133計(jì)9.2*沖1120講=149妖9.90杰4KN判由圖紙說航明罪：省θ撓=6.0皆2°*3策.14/逃180°接=0.1腔05ra羞d桂L掙=36.龍7837等-2*1齡=34.其7837完m仇佳L蘋彎培=4.2夜039m涉材L測直坐1=3.燒3761哪*2=6受.752舟2m逗癢L替直腿2艷=陜（碗34.7睡837-謹(jǐn)6.75焦22-4葉.203蕉9*趟2追）攤/2=9候.811摔85m西μ伍=0.1弄,R=0朽.001卻5,棋由張拉力卵的計(jì)算公些式捕:替[1-e購-(kL掃+礙μ牧θ是)]剝1-委e-餐(兼0.0熔015*旨4.20儲39+0取.1*0執(zhí).105瘋)界P=P慧×=厚1124篩.928矩*烏kL棋+秋μ木θ淺0.00仇15*4以.203懼9+0.倒1*0.迎105艱=血1487嚴(yán).37K須N抬傻謊資飼窗寸咐抗p2=2傭P-P1令=親1487唇.37*葡2-14鮮99.9戚04=另1474鉤.835蹤KN西隆恭Ｐ律×園Ｌ阻系△泊L=械=輛1487邪.37*顏4.20俱39/(栗1120雖*1.9臭6*10澆5)測Ａ孕y×Eg沫窯=舅2.85行cm碧L茫直州1=P2蓬×L/A濾y×E=值1474識.835至*6.7饑522/并1120券/1.9捷6*10割5卸=4.5養(yǎng)3cm果L效直兩2=P1糾×L/A駐y×E=紗1499悄.904叮*9.8評1185映/112豪0/1.尼96*1偉0凈5頑=6.7披1cm臣L=4革.53+酷2.85代*2