學(xué)士裝配式預(yù)應(yīng)力混凝土型簡支梁橋設(shè)計(jì)說明書

PAGE72裝配式預(yù)應(yīng)力混凝土T型簡支梁橋設(shè)計(jì)目錄助摘極擊要犬······臺······習(xí)······勞······富······紡······霞······替······第······彎······器····蘭·濃Ⅳ晨ABSTRA掀CT性······箭······脊······澤······種······末······鞭······亞······晉······女·····V裁前歐玻言捐······牢······絨······戲······曬······生······對······淹······嫁······層······落·····1配1逢.俯設(shè)計(jì)資料及方巨案比選甲1.1阿姨設(shè)計(jì)資構(gòu)料菜······斤······尖······罰······毀······炎······糠······摧······蠟······間······裁2窮1.2粉菌方案比山選腳······教······比······鴉······蜜······于······言······拘······覺······測······忘2嬌撒狼第一種方鵲案盾······紛······雹······植······鬧······剖······例······與······敞······磚··2腥牌焰第二種方栗案昆······訴······牲······殲······玉······國······肝······率······坊······獨(dú)··2諸泉域方案比容選充······直······濫······真······瑞······寒······盡······府······位······芽····3顛方桂方案比選說枝明率······贏······厘······帝······摔······壤······稈······話······循······蘆3程2棚遞構(gòu)造布置與內(nèi)段力計(jì)算絞2.1難鈴設(shè)計(jì)資勇料遙······秤······嘴······用······敞······案······讓······倉······部······觸······桃·5喊2.2每蒸主梁和橫隔梁悔構(gòu)迎造斑······刮······謹(jǐn)······滋······均······漂······貴······低······撿·····7賽2.3濱挨主梁荷載及內(nèi)彈力計(jì)梨算充······開······犧······樂······摸······郊······掀······爐······造···8閣掩鏡恒載計(jì)班算甜······習(xí)······崖······蟻······鄉(xiāng)······寬······臣······細(xì)······都······嘉·····9姥霉莫恒載內(nèi)力計(jì)彈算延······巡······麥······羅······君······染······賭······革······揉······罪10擔(dān)辰她活載沖擊系數(shù)總和橫向分布系謙數(shù)計(jì)安算柱······膝······端······競······產(chǎn)······琴······甲12壺啊幣活載內(nèi)力計(jì)暴算皂······泊······劣······嘆······宗······跟······湖······薯······肺······溪16敏片賺內(nèi)力匯總及組洞合利······臟······穩(wěn)······功······目······偵······免······物······匙····20嗽3裹著預(yù)應(yīng)力束的估末算及布置俗3.1陷沸跨中截面鋼束碎的估算及確自定錫······撥······豆······禽······厚······糕······譯······哨··23封3.2臣腸預(yù)應(yīng)力鋼束的變布爺置扣······丟······捉······禽······屠······股······蘋······鴨······花····23天4聾溉計(jì)算截面主梁璃幾何特性餅4.1戲榴截面面積及慣科性矩計(jì)縮算厭······鑼······邊······徒······漁······虜······礦······界······南28索4.2朽罵梁截面對重心超軸凈距計(jì)典算碰······純······取······唯······拘······妖······屠······蝶····29條4.3略搞截面特性匯跨總傳······異······蹤······謠······殘······爪······誕······踐······萍······農(nóng)··31宵5脂蘿鋼束預(yù)應(yīng)力損跳失計(jì)算逗5.1移和預(yù)應(yīng)力鋼束與耳管道壁之間的核摩擦損失EMBEDEquation.DSMT4有······側(cè)······環(huán)······罪······懂······馳···32典5.2巷薦錨具變形，鋼姜束回縮引起的杯損失EMBEDEquation.DSMT4宇······蠟······見······借······睬······挽······式·33飲5.3讓猛砼彈性壓縮引沖起的預(yù)應(yīng)力損駐失EMBEDEquation.DSMT4計(jì)······工······戰(zhàn)······組······鴨······騎······壘···33占5.4刮由鋼束應(yīng)力松機(jī)弛引起的預(yù)應(yīng)樂力損失EMBEDEquation.DSMT4酸······滑······扇······揀······嗓······略·····3件7者5.5犧敢砼收縮和徐變撫引起的預(yù)應(yīng)力頭損失EMBEDEquation.DSMT4昆······據(jù)······些······展······殲······寸······惡·38桌5.6點(diǎn)預(yù)加力的計(jì)算周及鋼束預(yù)應(yīng)力潑匯總辛······玩······擴(kuò)······糾······堂······期······娃····41斤6取主梁截面承載棟力與應(yīng)力驗(yàn)算苗6.1勞姐持久狀況承載習(xí)能力極限狀態(tài)教承載力驗(yàn)宅算蘆······具······澆······菌······懇······鑒····45量6.2敏躺持久狀況正常冠使用極限狀態(tài)拉抗裂驗(yàn)脹算費(fèi)······疤······慈······拿······番······深······懸47捧6.3怕掠持久狀況構(gòu)件堡的應(yīng)力計(jì)雞算棗······椅······油······奶······職······囑······登······椒····52捉6.4綠唇短暫狀況構(gòu)件濟(jì)的應(yīng)力驗(yàn)氧算掌······躲······迎······屠······輸······厭······舍······卷····54騾7嫁主梁端部局部北承壓驗(yàn)算臂7.1按豐局部承壓區(qū)的嫁截面尺寸驗(yàn)耀算材······斧······捏······族······器······略······坡······偶··56負(fù)7.2士普局部抗壓承載基力驗(yàn)雁算柄······我······眾······絲······抓······找······達(dá)······饅······郊··57算8牧紐主梁變形驗(yàn)算騙8.1暖溪由荷載引起的蠢跨中撓道度熊······垮······膨······拜······配······放······路······茂······覺59馬8.2惱位預(yù)加力產(chǎn)生的基反拱族度鎮(zhèn)······味······費(fèi)······故······圓······擾······賠······政······告··59握8.3伐撓結(jié)構(gòu)剛度驗(yàn)智算破······捏······萌······制······可······酬······甘······凈······盜······嚇··59州8.4僑暮預(yù)拱度的設(shè)蛇計(jì)篇······防······服······經(jīng)······漏······株······果······傘······沒······飯··60嶄9邪例橫隔梁計(jì)算擾9.1督泰確定作用在跨咬中橫隔梁上的喉可變作內(nèi)用裹······終······麥······評······囑······橡······幸61渾9.2蛋核跨中橫隔梁的晃作用效應(yīng)影響捧線茅······頑······懇······目······葬······啟······自······炎61塘9.3扔螞截面作用效應(yīng)戲計(jì)矩算響······鑼······織······拔······充······桶······槽······詠······玻····63堂9.4穴曬橫隔梁截面配俯筋與驗(yàn)語算壘······穗······瘡······督······枯······椅······擔(dān)······步····64烤10的捆行車道板計(jì)算蠟10.1苗型計(jì)算圖式足······張······穴······另······趕······耀······展······恒······例······肯···68置10.2晝還荷載效應(yīng)及組符合早······煌······己······招······箏······丸······詞······斥······娛···68廢10.3翠糞截面設(shè)計(jì)配筋邁與強(qiáng)度驗(yàn)算游······律······蒙······債······東······外······苦······集·69村11懇蒙支座計(jì)算呢11.1噸傻選定支座平面乎尺寸局······逆······齡······座······浪······申······徒······丟······繡·70闊11.2恥貍確定支座厚度芽······巾······彈······密······母······吉······即······燙······巡·····7驚0糧11.3乓斥驗(yàn)算支座偏移驟······投······棵······漲······踢······透······國······身······洽·····7四1添11.4凍旁驗(yàn)算支座抗滑旬穩(wěn)定端性兄······劣······秘······豬······壁······景······賭······撞·····7吳1剝12胃雙柱式鉆孔灌遭注樁計(jì)算潔12.1恥唇設(shè)計(jì)資料及尺遮寸擬定螞······趟······皂······析······屋······童······待······鐮·····7貌3工12.2掏艘蓋梁計(jì)算灘······呆······撫······暴······銹······跳······芽······師······耗······壩···73械12.3扒浴橋墩墩柱設(shè)計(jì)主······幻······費(fèi)······勁······蓋······批······杰······甜······們·····8晌4碌12.4丹泉鉆孔樁計(jì)算氧······偶······姻······班······?！ぁぁぁぁぁぞ啊ぁぁぁぁぁた　ぁぁぁぁぁっぁぁぁぁぁで　ぁぁぁぁぁこ恕?8授13欄閥橋臺尼計(jì)算龜13.1肆設(shè)計(jì)資料和臺偷身一般構(gòu)造貞······村······旨······章······誘······劣······舉······代·96賽13.2穴荷載計(jì)算獸······忠······宗······孫······閉······優(yōu)······鉤······厚······網(wǎng)······燃···96凡13.3彼臺身底面強(qiáng)度們驗(yàn)算棕······脂······妻······泛······擾······響······鍵······挪······動(dòng)·99蠶13.4哲基礎(chǔ)地面應(yīng)力啟驗(yàn)算旨······帥······岸······倡······購······跨······團(tuán)······舞······皮100例14搬豐結(jié)萄攜冬論元··晃······霜······熊······饑······讓······暮······掠······解······廣······曲·103饞謝趨不詞所··?！ぁぁぁぁぁさぁぁぁぁぁぁふ摺ぁぁぁぁぁへ悺ぁぁぁぁぁじぁぁぁぁぁ{······?！ぁぁぁぁぁの铡ぁぁぁぁぁぱぁぁぁぁぁもn······護(hù)·104餃參考文獻(xiàn)支······毒······驟······驗(yàn)······笨······窄······廟······奸······析······現(xiàn)······暗105前言囑本科階段畢業(yè)絞設(shè)計(jì)是我們畢詠業(yè)前的最后學(xué)認(rèn)習(xí)和綜合訓(xùn)練烈的階段，是教煙學(xué)計(jì)劃中一個(gè)悟不可缺少的組疲成部分，是知夢識深化、拓寬掌、教學(xué)的重要掠過程，是學(xué)生短學(xué)習(xí)、研究和橡實(shí)踐的全面總啦結(jié)，也是對學(xué)盆生綜合素質(zhì)與曬工程實(shí)踐能力陪的檢驗(yàn)，是實(shí)王現(xiàn)本科培養(yǎng)目乏標(biāo)的重要階段滾。妥通過畢業(yè)設(shè)計(jì)相，使學(xué)生學(xué)會逼依據(jù)設(shè)計(jì)任務(wù)蠢進(jìn)行資料收集括、加工和整理蹲，能正確運(yùn)用公工具書，掌握葛有關(guān)工程設(shè)計(jì)拔程序、方法和咬技術(shù)規(guī)范，提禽高工程設(shè)計(jì)計(jì)匙算、理論分析掩、圖表繪制、甘技術(shù)文件編寫照的能力，提高臟計(jì)算機(jī)的應(yīng)用健能力。學(xué)生在考畢業(yè)設(shè)計(jì)工作丸中，能綜合應(yīng)著用各學(xué)科的理給論知識與技能競，去分析和解閣決工程實(shí)際問守題，使理論深女化，知識拓寬牌，專業(yè)技能得頂?shù)竭M(jìn)一步延伸盟。同時(shí)，必也貞設(shè)計(jì)也培養(yǎng)學(xué)迫生獨(dú)立工作的遲能力以及嚴(yán)謹(jǐn)糟、扎實(shí)的工作茅作風(fēng)和事業(yè)心蒸、責(zé)任感，使降學(xué)生樹立正確板的設(shè)計(jì)思想，濫培養(yǎng)了嚴(yán)肅認(rèn)鵝真的科學(xué)態(tài)度胞以及一絲不茍圈的敬業(yè)精神，柿為學(xué)生將來走釋上工作崗位，國順利完成所承恰擔(dān)的建設(shè)任務(wù)報(bào)奠定基礎(chǔ)階。溫炕我國的預(yù)應(yīng)力習(xí)混凝土結(jié)構(gòu)起版步晚披，饞但近年來得到販了飛速發(fā)展。孔現(xiàn)在，我國已傍經(jīng)有了簡支梁行、帶鉸或帶掛貍梁交的明T研構(gòu)、連續(xù)梁、岔桁架拱、桁架忙梁和斜拉橋等腫預(yù)應(yīng)力混凝土盛結(jié)構(gòu)體系。雖偏然預(yù)應(yīng)力混凝傭土橋梁的發(fā)展移還不己到水10產(chǎn)0也年。但是，在準(zhǔn)橋梁結(jié)構(gòu)中，黃隨著預(yù)應(yīng)力理均論的不斷成熟堵和實(shí)踐的不斷窮發(fā)展，預(yù)應(yīng)力賓混凝土橋梁結(jié)拘構(gòu)的運(yùn)用必將敬越來越廣泛。賴通過這次設(shè)計(jì)搬的機(jī)會，我更倦進(jìn)一步掌握了昨橋梁工程實(shí)體復(fù)設(shè)計(jì)過程，同菠時(shí)掌握了運(yùn)用曉橋梁大師設(shè)計(jì)截軟件設(shè)計(jì)橋梁瓣的全過程以及亭設(shè)計(jì)文件編制稅的全過程。通認(rèn)過各個(gè)階段的補(bǔ)設(shè)計(jì)工作，使披我更進(jìn)一步掌哀握了設(shè)計(jì)橋梁唉時(shí)所要掌握的皆關(guān)鍵點(diǎn)及應(yīng)注逼意的問題，提閥高了分析和解諸決工程實(shí)際問駐題的能力，使州理論深化，知沸識拓寬，專業(yè)嫩技能得到進(jìn)一普步延伸，進(jìn)一些步提高了自身寶的綜合素質(zhì)，椅為將來走向工側(cè)作崗位打下了正堅(jiān)實(shí)基礎(chǔ)。標(biāo)1肯舍設(shè)議獎(jiǎng)計(jì)鍛言資幕足料柔斬與妖螞方畫橫案餓價(jià)比瓶紗選互1.1促編設(shè)計(jì)資料頂1盈.拖設(shè)計(jì)菏載具：蒜船羊①厚汽車菏載：公可路催I進(jìn)I表級②人群菏載：開2午.身橋面凈空庭：朱呢叉凈掃—桃橋梁設(shè)計(jì)高程史見地剖面圖，穗行車道坡偶度悔1.5%泰,俗人字形雙面坡撞。上3似.掃工程地質(zhì)條件邊與評價(jià)識①遣地形地貌：橋嗓址范圍為河漫深灘，地形較為題平坦，開闊，抬地貌類型屬于言河流沖擊地貌釣。滲②貸經(jīng)鉆孔揭露，蜓地內(nèi)層較為簡影單，根據(jù)土層忌結(jié)構(gòu)構(gòu)造特征管及力學(xué)性質(zhì)分買為適8桐層。論1.濕2芬方案比選胃腎嚴(yán)第一種方案畜：堡叫裝配式預(yù)應(yīng)力胃混凝土空心板筐橋1.方案簡介腰此方案為四跨那簡支板橋，標(biāo)器準(zhǔn)跨徑為究1傻6慌米索，計(jì)算跨徑為湯15.替6國米疼，預(yù)制板長為訴15.9標(biāo)6項(xiàng)米剪，橋梁總長脹6唐4淚米泊。預(yù)制板長為菌0.9緩9踩米費(fèi)，高度為遷0.勞7添米軌，其具體尺寸務(wù)見圖紙。蹄本方案上部構(gòu)惕造挑由孫1鄭6送塊板拼接而成跡，下部結(jié)構(gòu)采駁用三柱式鉆孔貿(mào)灌注樁輕型橋講墩。蠢2宿.煮主要工程數(shù)量諷表艇1.1或空心板橋鍋主要工程數(shù)量飄表喪跨徑丟板厚努板寬苗荷載拴鋼筋用緞量盲(廢kg)慎混凝土用量去吊裝重量狠I潔V泰級查I狹．缺I店I作級井總計(jì)間16.0瘋0.7熄0.99團(tuán)公路二級腰308.60狀231.67發(fā)543.02黨5.12固12.80陶1雕6投塊板的材料總樸量擔(dān)49370.思60悄370607閣2桑8688.3氏3隙81.92萬姿腦第二種方案：牛裝配式預(yù)應(yīng)力本混凝土Ｔ型簡銷支梁橋1.方案簡介裂本方案采用三鏈跨簡支結(jié)構(gòu)，癢標(biāo)準(zhǔn)跨徑為六2腔0鄰米夾，計(jì)算跨徑為收19.算6僅米類，橋梁總長懲6帥0膏米呈。Ｔ型主梁梁翁高證1.腐3底米辱，其高跨比內(nèi)為糧1.3/20尖=1/15.推8遼(漂一般范拳圍附1/15-1蹦/25)繪,填主梁間距為圾2兆米務(wù),正共八片主修梁葵,兩其具體尺寸見搭圖唉紙碌.抵野在本設(shè)計(jì)顫中襖,蹈考慮到各方面發(fā)的因遙素外,齊將整個(gè)橋面分悄為兩正幅昌,妄橋墩采用較為滴簡單的雙柱式搖鉆孔灌注樁輕張型橋饒墩懷,配其細(xì)部尺寸見暖圖紙址村廣愉方案比選表里表暑1.1池方案比選犯表兆序號洲方案類別帆比較項(xiàng)目耐第一方案掉第二方案其裝配式預(yù)應(yīng)力痕混凝土簡支板露橋匙裝配式預(yù)應(yīng)力僻混凝決土幣T迅型簡支梁橋?qū)?炎橋愉高喪m山7誠7斗2看橋喝長閑m青64堆60們3訪標(biāo)準(zhǔn)跨烏徑觸m族16旋20驕4塌縱敵坡溫%滲1.5和1.5是5面跨數(shù)腥4冠3逼6炎工藝特點(diǎn)門外形簡單，制飯作方便，需要私一定的預(yù)制場聰?shù)?，安裝較為表簡單留三跨結(jié)構(gòu)，外濤形較為美觀，動(dòng)也需要一定的咽預(yù)制場地，安邁裝較板橋復(fù)雜射7耗使用效果森靜定結(jié)構(gòu)，受渡力尚可，溫度今影響較小，行乖車條件欠佳奪靜定結(jié)構(gòu)，受掉力行車條件與必板橋相比差不原多柏8妖造價(jià)用材仔造價(jià)較地，鋼臣筋和混凝土用健量較少冠造價(jià)也較底，腐鋼筋用量稍多點(diǎn)，橋墩混凝土套用量較板橋?yàn)殄伓嗷闭諔c方案比較說明1.板橋某板式橋是公路撓橋梁上量大面異廣的長用橋型偶。主要特點(diǎn)是偽構(gòu)造簡單，施恐工方便，而且階建筑高度小，討從力學(xué)性能上述分析，位于受槽拉區(qū)域的混凝巴土材料不但不召能發(fā)揮作用，依反而增加了結(jié)行構(gòu)自重，當(dāng)跨量徑稍大就現(xiàn)笨高重而不經(jīng)濟(jì)。鵝板式橋可作成黨實(shí)心或空心。非板式橋可就地井現(xiàn)澆適應(yīng)各種頁形狀的彎、坡利、斜橋也可預(yù)年制裝配。板式凳橋跨度一般在濕10m形以下可采用簡況易墊層支座，沃支座一端固定稀一端為活動(dòng)支摸座。發(fā)2許.朗簡趣支溜T基型梁橋躍簡支梁橋?qū)儆趰忟o定結(jié)構(gòu)，且悉相鄰橋孔各自穿單獨(dú)受力。我碌國擬定了標(biāo)準(zhǔn)翠跨徑為院10m者、、胖13m翠、確16m雪、體20m梳的四種跨徑的麥簡支混凝清土零T凱型梁橋，其主跟要用于小跨經(jīng)女。預(yù)應(yīng)力混凝伐土釋T泥型諒解構(gòu)簡單繼、受力明確，寇節(jié)省材料，架權(quán)設(shè)方便，跨越憤能力較大的優(yōu)艇點(diǎn)。其最大跨番徑以不超月過廊50m奉為宜。目前預(yù)爛應(yīng)力混凝蔽土斧T茫型梁橋采用全雄預(yù)應(yīng)力結(jié)構(gòu)，季預(yù)應(yīng)力張拉后鞋拱偏大，影響執(zhí)橋面線性，帶青來鋪裝加厚。妨為了改善這些愁不足，宜預(yù)制親時(shí)在臺座上設(shè)傾反拱，反拱值旗采用預(yù)施應(yīng)力淺后裸梁拱值扣的挖1/銳2鏟—婆1/邊3斤。簡支梁橋長虛采用的架設(shè)方丘法有=1\*GB3懸①蝕陸地架設(shè)法包摘括自行架梁，傅跨墩門式吊車末架梁，擺動(dòng)排雷架架梁=2\*GB3頌②飾浮吊架設(shè)法包厘括：浮吊船架法設(shè)、固定式懸漿臂浮吊架設(shè)。=3\*GB3請③堡高空架設(shè)法包浮括聯(lián)合架橋機(jī)既架設(shè)，閘門式荷架橋機(jī)、自行尼式架橋機(jī)架梁鞭，寬傳巷式架勸橋機(jī)架蒸梁摧.餅推薦第二方案確。諸亡喘送2尊浪構(gòu)控曠造公追布格噸置詞同與雙尼內(nèi)賽羊力飲弟計(jì)拿螺算俘2.1覺.輝設(shè)計(jì)資料遠(yuǎn)1.你意橋梁的跨徑及谷橋?qū)捁┌l(fā)休標(biāo)準(zhǔn)跨徑：題20m纖肯東計(jì)算跨徑：盾19.6m繳沸惡主梁長度：敢19.96m拼港緞橋面凈空：凈亭－梯2.利多設(shè)計(jì)荷載井公山路絹I仁I閑級，人群飲3.掏在材料及工藝楊①傘混凝土：主梁最采欺用增4瞞0蹈號混凝土。人贈(zèng)行道欄桿門用狐2固5鈔號，橋面鋪裝擴(kuò)采用瀝青混凝抖土葉②機(jī)鋼筋：預(yù)應(yīng)力喝鋼筋采街用來φ乎9.歲5狀的鋼絞線，非企預(yù)應(yīng)力鋼筋直辯徑防≥么12mm攔采用二級熱軋乎螺紋鋼筋，直稿徑驗(yàn)≤玩1陶2系，采諸用窮I靈級光圓鋼筋清③氏施工工藝：采送用歪4育5儉號優(yōu)質(zhì)碳素結(jié)置構(gòu)鋼的錐形錨想具，預(yù)應(yīng)力孔突道采用抽拔橡劈膠管成孔，管鄉(xiāng)道直徑殼5cm鄰，后張法。四．設(shè)計(jì)依據(jù)黨侍要《公路橋涵設(shè)液計(jì)通用規(guī)范》廁（簡稱《橋規(guī)念》）日論壟《公路預(yù)應(yīng)力價(jià)混凝土設(shè)計(jì)規(guī)車范》（簡稱《低公預(yù)規(guī)》）患五．基本數(shù)據(jù)鎖資料寧表委2.1贊洲材料攜基本數(shù)據(jù)賠表逆名稱狡項(xiàng)目貸符號劑數(shù)據(jù)負(fù)混凝土知立方強(qiáng)度降f傅40嗓彈性模量境E傾3.25×1甜0貌軸心抗壓標(biāo)準(zhǔn)生強(qiáng)度技f乏26.8峽抗拉標(biāo)準(zhǔn)強(qiáng)度虛f染2.40愚軸心抗壓設(shè)計(jì)萌強(qiáng)度森f想18.4浙抗拉設(shè)計(jì)強(qiáng)度播f凡1.65坡短暫狀態(tài)芒容許壓應(yīng)力羊0.7f麥16.83誦容許拉應(yīng)力丸0.7f湯1.54討持久狀態(tài)寧標(biāo)準(zhǔn)組合：民容許壓應(yīng)力撲0.5f融13.4暖容許主壓應(yīng)力戰(zhàn)0.6f國16.08惹短期效應(yīng)組合克容許拉應(yīng)力揪0屆容許主拉應(yīng)力竄0.6f扮1.44械名稱愿項(xiàng)目反符號拆單位腿數(shù)據(jù)液φ劇9.助5竭鋼鉸線煙標(biāo)準(zhǔn)強(qiáng)度隙Mp草1860仿彈性模量長Mp即抗拉設(shè)計(jì)強(qiáng)度皺Mp展1260凱最大控制應(yīng)力虛0.75練Mp激1395包持久狀態(tài)應(yīng)力脾：燃標(biāo)準(zhǔn)荷載組合急0.65善Mp撲1209茅材料容量句鋼筋混凝土除Mp仔25.0芬瀝青混凝土討Mp掌23.0槳鋼鉸線進(jìn)Mp歸7涌8毀．邪5春綱束與混凝土撕的彈性模量比墳6研．咐00赴2.元2孝主梁構(gòu)造援1.晨禿梁高度及間距精善跟對于常用的等訓(xùn)截面簡支梁，欠其高跨比可以雷在羽1/1揮5朝－斬1/2銹5痰內(nèi)選取，對于姐本方案來說，裹跨徑為陪20m眉，故梁高可以籮取頓1.3m電。主梁間距取牌2.0m瓶2.東年主梁截面細(xì)部族尺寸幫次T椅型梁翼板的厚晃度主要取決于隨橋面板承受車看輪局部荷載的灘要求，本設(shè)計(jì)呢翼板端部取差15cm撕，到根部加厚竹到骨21cm賴。辰合煉在預(yù)應(yīng)力混凝彈土梁中，腹板食厚度不宜小于耀高度堡的欣1/15頭,庭故取腹板為噴16cm兩是合適的。刑素贏馬蹄尺寸基本書由布置預(yù)應(yīng)力構(gòu)鋼束的需要確掙定的，馬蹄面果積占全截面距的螺1囑0禮％軌－旦2板0忠％為宜。馬蹄焰寬為肋厚駁的叮2睬－秘4職倍，馬蹄高度該為梁高嫂的無0.1墓5群－濁0.2群5螺倍。初擬馬蹄瘡寬度為擊40cm雙，高度槽為小20cm請，此時(shí)馬蹄面日積約占整個(gè)面博積姐的珠1榜8企％。費(fèi)應(yīng)濁主梁采用等高禮形式，橫截面瞎的翼板沿跨長筐不變，馬蹄部鼻分為配合鋼束坡彎起而從四分能點(diǎn)開始向支點(diǎn)漫逐漸抬高，梁母端部區(qū)段由于咳錨頭集中力的爪作用而引起較怒大的局部應(yīng)力屋，也因?yàn)椴贾脩M錨具的需要，掩在距梁端一倍廊梁高范圍內(nèi)將煩腹板加厚到與仔馬蹄同寬。變燦化點(diǎn)到支點(diǎn)的啞距離為母160cm露，中間設(shè)置一猛長為名30cm貼的腹板過渡段負(fù)。遇3.匪叨橫隔梁的設(shè)置乓否狀本設(shè)計(jì)在橋跨偵中點(diǎn)和兩個(gè)四牲分點(diǎn)及兩端共辮設(shè)五道橫隔梁烏，其間距為毀4.85m梨，橫隔梁中部縱挖空，延伸至虎馬蹄的加寬處票，并且做成上朽寬下窄，內(nèi)寬餃外窄的楔形，局便于脫模，其棄具體尺寸見圖中紙。趣2.攜3券主梁荷載及內(nèi)蛛力計(jì)算躬由擬定的主梁投尺寸計(jì)算出毛娘截面面積以及郵幾何特性，結(jié)敞合橫向分布系腹數(shù)的計(jì)算，即勻可求姜得各控制截面陰的恒載和活載鍬內(nèi)力慨。背挪圖刻2.1襲填主梁橫斷面圖鋒表西2.2妻毛截面面積及妹幾何特性計(jì)算岡表音名稱崖截面分光面心積始A泳面積形心至上銜緣距河離繞y示分面積對上緣街凈鑒矩麗S鵝分面積對自墻身慣碗矩幻I倡d柔=y尋–逝y惠分面積對形心科軸慣儀矩河I季=A奮d骨I躬=I距+I神①砍②疼③絲=鐮①緒×疲②凍④瞞⑤翻⑥接上翼緣逃2730桶7.5勇20475昏51187.斑5滅32.27較284289北3.4岡289408壞0.9禁上三角似546群17蚊9282沖1092畫22.77顏283086天.2斯284178濤.2襲腹板鳥2080鍬65菌135200衣292933沾3.3陳-25.23撕132403焦0皺425336芳3.4臭下三角戲144鄙106召15264燒1152筒-66.23堂631643旁.46唱632795話.46奴馬蹄沸480草120掠57600靈16000庸-80.23傅308968優(yōu)9.39債310568蔥9.39紛總和陸5980搶——螺237821摟299876沾4.83碎——違817134明2.50伸111701援07.33寨截面形心距離系梁上表面的高雅度聲老整個(gè)截面對形啟心的慣性曾矩惡拖培檢驗(yàn)截面效率慘指標(biāo)坐上核心脈距忽鞠攝甜僵下核心跳距謝貓蝦胡蜂截面效率指娘標(biāo)疲厚塌托輩恒載計(jì)算亭饑.就1成預(yù)制梁自重（船第一期恒載憶）版效旺驅(qū)等饒圖旨2.2第負(fù)主梁自重計(jì)算輝簡圖堤寨1千．按跨中截面笛計(jì)算主梁每延干米的自重屆闊軟（膛1單）邊梁霧：餐欣三律（霉2嫁）中梁掉：胃翼2膠．橫隔梁自重鐮宋乓中間橫隔梁的梨體積：伐談滴端橫隔梁的體寒積包：黎疾①酒畫邊梁橫隔梁折雄算成線荷載閘②具攝中梁的橫隔梁督折算成線荷載稻為港3乎．由于馬蹄抬刪高和梁腹板加蝦寬所增加的恒旨載折算為恒荷拍載，經(jīng)過估算江為①②4．自重總和友①暖毯邊梁撤＝袋14.9綁5溝＋釋0.4辭4晶＋符1.7剝7割＝麻17.16弱誼②拾磨中梁益＝海14.9史5增＋爪0.8然8由＋氣1.7字4初＝面17.57濾女.2堵宣第二期恒載相一側(cè)欄蹲桿拾1.2霸,冬讓一側(cè)人行姓道朽4.0橋面鋪裝層鄭混凝土防撞肯墻尊祖將以上所有重群量均勻分布的肉分?jǐn)偨o主梁乓逆恒載內(nèi)力計(jì)算凡設(shè)求為計(jì)算位置距沒左側(cè)支座的距嗓離，并令蒜，如圖所示，脆彎矩影響線的口面積為古剪力影響線的也面積敢為惠罪圖滲2.3肉垮主梁內(nèi)力影響傍線購主梁恒載乘以蜘相應(yīng)的影響線指面積，就得到域主梁的相應(yīng)的月恒載內(nèi)力，計(jì)雪算結(jié)果如下爆表爹2.3介主梁恒載內(nèi)力深計(jì)算識表濤項(xiàng)目擦跨中炊四分點(diǎn)連支點(diǎn)膝跨中切四分點(diǎn)鉤支點(diǎn)總0.5前0.25所0皂0.5杜0.25擊0索0.125勒0.0938哄0上——必——擠——嚇——虧——后——秧0頂0.25擔(dān)0.5距第一期恒載毀（戴）跪邊梁增824.02汪618.35香0烘0薦84.08厘168.17姑中梁倉843.71墊633.12枝0雀0展86.09沒172.19兇第二期恒載兩（別）丙邊梁朱259.79閘194.95悠0尾0蒙26.51員53.02琴中梁爹259.79估194.95峽0侍0申26.51嗽53.02消總和植＋吊（澡）蓮邊梁裁1083.8令1橋813.30債0擴(kuò)0低110.59孟22.19給中梁混1103.5握0映828.07犁0暮0的112.60飯225.20慚豪活荷載沖擊系誤數(shù)及橫向分布械系數(shù)的計(jì)算宰策.1汽草記入沖擊后的主系數(shù)考對于雙車道不躲考慮汽車荷載棍折減，即折減狗系數(shù)側(cè)壁.廁2頂橫向分布系數(shù)喝的計(jì)算突框適本設(shè)計(jì)橋跨內(nèi)更設(shè)置了五道橫田隔梁，橋梁的感整體性較好，塘而且橋的寬跨茫比聞5啊，故可以用修驗(yàn)正的偏心壓力也法來計(jì)算荷載沖橫向分布系數(shù)旗1及.念計(jì)算主梁的抗字扭慣矩任榨鋼叼喪年知額鄰猴殲仙拔氧霧式中使：環(huán)開，暈－相應(yīng)為單個(gè)瓶矩形截面的寬結(jié)度和厚度者鳳物兩痰－矩形截面的思抗扭剛度系數(shù)云，可查表司圖待2.4轎騙主梁截面計(jì)算甲簡化圖梨如上圖，將標(biāo)瘋準(zhǔn)的由梁轉(zhuǎn)化為右圖碑?dāng)?shù)據(jù)進(jìn)行計(jì)算岡對于翼板：瘡述感查剩表泄豎槳封對于梁肋：妖梳渾查表屢夢聯(lián)對于馬蹄：者傘谷查表壟故主梁抗扭慣走矩為蠢2癢．計(jì)算抗扭修的正系數(shù)擁式中疼：大飛－與主梁有關(guān)主的系數(shù)B－橋?qū)捒≯E落革L(fēng)涌－計(jì)算跨徑巴糊暈凳3燥．計(jì)算橫向分埋布系數(shù)豎標(biāo)辯值漁疑裹陽井宜猜對角于捧1策號攝梁衫餃拖斑對稀于陶2槍號旨梁霧蒜毛扯郊全掀世對帽于交3炕號梁卻和角4籠號梁來說，分牙別位與纖2祥號潛梁臺1寬號梁對稱。瓦圖膊2.5欠靠主梁各梁橫向論分布系數(shù)豬4逐．在橫向分布引系數(shù)影響線上悅，按照最不利澡位置布載如圖困，并由幾何法證求得各個(gè)輪載皂作用的豎標(biāo)值取，從而求得各煙個(gè)梁的橫向分隱布系數(shù)。愁表張2.4腸主梁橫向分布龍系數(shù)計(jì)算伏表道1郵號梁水汽車失－挽2燥0賤級貓人群荷載許2井號梁旺汽車美－遵2戶0凝級嬌人群荷載準(zhǔn)3腰號梁恒汽車鑰－飯2師0陶級言人群荷載跳4柄號梁扁汽車肉－習(xí)2趴0即級鹽人群荷載雀票5個(gè)．支點(diǎn)荷載橫畏向分布系數(shù)曲按杠桿法計(jì)算獸圖鑒2.6休揪主梁各梁橫向旅分布系數(shù)（杠慚桿法）自表封2.5擁主梁橫向分布先系數(shù)計(jì)算葉表（杠桿法）鍋1顫號梁北汽車敞－容2豈0娘級選人群荷載仇2引號梁柏汽車馳－曲2承0統(tǒng)級見人群荷載字3該號梁露汽車更－盯2帥0校級頸人群荷載違4災(zāi)號梁嶄汽車給－裂2輔0洗級輸人群荷載濱6腔．橫向分布系司數(shù)匯總尸表嘉2.6炊主梁橫向分布疾系數(shù)匯總鴉表沿1烤號梁傷2勸號梁歡3緣號梁冊4痰號梁穩(wěn)汽車杏－只2妄0結(jié)級加0.5909再0.4500嗚0.5303衫0.7250你0.5650計(jì)0.7250普0.6949盞0.6500輕人群荷載其0.7436緒1.4000鍋0.4059墓－榴0.4000蕩0.0855但0常－依0.2436修0戶風(fēng)活載內(nèi)力計(jì)算游公稈路嗚I月級車道荷載標(biāo)泰準(zhǔn)舌值章10.5敘,溜公盆路刷I討I繞級為小。公億路苗I杠級車到集中荷仁載，跨徑為哪2從0間米斧時(shí)，可用插入蛙法求得為猜，公豐路通I戀I抄級為班1渠．跨中截面的噸剪力和彎矩甩個(gè)派（粉1烤）對于汽車車瓣道荷載睛（聾2凳）對于人群荷塵載死擴(kuò)2瞎．四分點(diǎn)截面凍的彎矩和剪力訴歸咸（解1秒）對于汽車車罪道荷載眉（帆2胖）對于人群荷鐘載虹表融2.7司螞跨中截面活荷螞載計(jì)算表苗內(nèi)力類別夢數(shù)值診(早1率＋葛)折1湯號梁鉤2詞號梁隊(duì)3瘋號梁趨4剛號梁渡1.191次0.5909且0.5303閑0.5650閑0.6949前汽車荷載且M決（忌kN鍵m須）果1260.1改6奮1500.8旗5城886.85愉795.90闖847.98索1042.9螞4討Q飽（析k杠N濱）吉127.29滅151.60寒89.58濁80.39且85.65增105.35肝人群荷載氧0.7436升0.4059申0.0855偵－球0.2436巷M翻（色kN乎m邀）狗192.08桌142.38害77.97謝16.42財(cái)－凳46.79獲Q析（濤k勤N鄙）珠9.8碎7.29啊3.98屬0.84沖－探2.39躁畏控桃父磁表忌2.8見誘四分點(diǎn)截面活艱荷載計(jì)算表份內(nèi)力類別荒數(shù)值極(扭1非＋袍)菠1鵝號梁鼓2責(zé)號梁正3被號梁仗4楚號梁阿1.191轎0.5909茶0.5303富0.5650粗0.6949廊汽車荷載能M遵（釋kN劉m身）參945.12黃1125.6秤4反665.14負(fù)596.93虹635.99渡782.21招Q鴿（膏k喝N掘）饑205.41幟1244.6合4瑞144.65歲129.73頌138.22育170.00馳人群荷載悲0.7436殖0.4059足0.0855薪－凍0.2436聚M瞞（頭kN斑m學(xué)）擦144.06膠107.12聾58.47通12.32射－最35.09港Q依（師k燒N扛）彼22.05勸16.40休8.95荷1.89齒－谷5.37辛3慰．支點(diǎn)截面的面剪力會在計(jì)算支點(diǎn)截憑面的剪力時(shí)，界要計(jì)入橫向分嬸布系數(shù)沿梁長爺?shù)淖兓?。荷載撓布置及各梁的婦橫向分布系數(shù)柿變化圖和剪力衰影響線圖如戲下艷用圖修2.7鈔帥支點(diǎn)剪力計(jì)算按簡圖扇橫向分布系數(shù)似變化區(qū)段的長霞度洪為斗滑對于汽車荷肉載饒且對于人群荷內(nèi)載默披要對剪力進(jìn)行透修正，可用橫面向分布影響線房變化段面積與鍋均布荷載的乘補(bǔ)積來修正。豐表歌2.9聰撒支點(diǎn)截面剪力巡計(jì)算表屑項(xiàng)目的計(jì)算原值愁修正值眉Q=召+涼汽車荷載籌(維1+居)頸（布k怖N購）犁修正值庸1餡號梁傻汽車荷載聰293.18叢0.5909脆173.24側(cè)－陜0.349猛－獸2.75貼－侵30.43臉14澤0側(cè)．專06刊16晨6副．丘81他人群荷載夠39.2古0.7436蜓29.15漫1進(jìn)．駐625輩6.50先35.65躍2私號梁逝汽車荷載采293.18宰0.5303市155.47運(yùn)0多．瓶482貼3.80離42.06算201.33譯239.78席人群荷載先39.2租0.4059打15.91股－盲1.995暮－哄7.98凍7.93佳3笛號梁梯汽車荷載臭293.18土0.5650襪165.65生0.396將3.12鼠34.56菌201.86席240.42抗人群荷載峽39.2天0.0855魄3.36岸－半0.210趨－刪0.84險(xiǎn)2.31壞4罪號梁刊汽車荷載夾293.18量0.6949他203.73忙－榜0.1111剩－牧0.87拔－費(fèi)9.70來193.16燃230.05鐮人群荷載纖39.2什－據(jù)0.2643糕－處10.36生0.654梅2.62蕉－鴨7.74偷4帽．各梁活載內(nèi)剝力匯總療表快梁號業(yè)項(xiàng)目豈荷載協(xié)跨中截面掏四分點(diǎn)截面邊支點(diǎn)截面剪午力躺Q晚M帖Q廢M律Q柔1雞號梁童汽車荷載嘉886.85悼89.85滔665.14因144.56占166.81至人群荷載揀142.83激7.29很107.12巨16.40盒35.65拍2宜號梁多汽車荷載硬795.90耐80.39米596.93積129.73發(fā)239.78緩人群荷載做77.97翠3.98惠58.47待8.95法7.93幫3摟號梁秤汽車荷載蛾847.98檔85.65鉤635.99慈138.22權(quán)240.42批人群荷載興16.42桿0.84忙12.32誤1.89閣2.31醒4智號梁句汽車荷載饑1402.9兼4箭105.35祝782.21第170.00賽230.05愿人群荷載批－滿46.79諷－解2.39司－患35.09膝－額5.37淹－底7.74窩表搞2.10督危各梁活荷載計(jì)震算統(tǒng)計(jì)表原嘆內(nèi)力匯總及組結(jié)合借表鑄2.11螞1殃號梁內(nèi)力匯總建及組合表阻荷載類型懸跨中截面啄四分點(diǎn)截面穿支點(diǎn)截蜻面匯Q痛M泛Q訓(xùn)M螺Q盈Q凍1付第一期永久作疾用努824.02跟0倦618.35初84.08掠168.17突2認(rèn)第二期永久作蓬用倆259.79菠0糕194.95和26.51桌53.02睜3輝總永久作用希＝投1汁＋詳2孝1083.8鑄1汁0返813.30翻110.59領(lǐng)221.19壘4羅可變作用公瞞路缺I但I(xiàn)而級倦744.63換75.22賭558.47鼠121.38溫140.06拜5應(yīng)可變作用（汽陷車）沖擊攜142.22愁14.36困106.67戒23.18門26.75擴(kuò)6撐可變作用（人除群）鞏142.83碌7.29大107.12趁16.40憂35.65賤7晃標(biāo)準(zhǔn)組泊合芒3起＋脆4乘＋買5睛＋灣6客2113.4挪9苦96.87量1585.5忠6最271.55焦423.65哥8薪短期組弊合滴3繁＋誤0.7秘4+6崗1747.8數(shù)8雹59.94租1311.3負(fù)5及211.96備354.88罷9江極限組合奪2702.1石3獸133.58掀2027.1膏3殼353.46禁538.89自表峽2.12喂2勿號梁內(nèi)力匯總勻及組合表汁荷載類型網(wǎng)跨中截面拼四分點(diǎn)截面袖支點(diǎn)截蜓面悶Q教M堪Q隆M肉Q妨Q冷1投第一期永久作狐用忌843.71說0蔑633.12溜86.09驅(qū)172.19典2底第二期永久作績用彎259.79劑0戒194.95屬26.51暢53.02秀3販總永久作用存＝槐1六＋扭2括1103.5窯0游0選828.07座112.60創(chuàng)225.20勞4野可變作用公樹路定I頭I捕級奶668.26扯67.50糊501.20援108.93栗201.33痛5貨可變作用（汽牙車）沖擊酬127.44立12.89躍95.73病20.80欠38.45軋6紗可變作用（人踩群）姐77.97宮3.98眼58.47憂8.95危7.93模7浸標(biāo)準(zhǔn)組雅合帥3猛＋床4戶＋皆5葛＋疾6憶1977.3燃7菊84.37腦1483.4樂7魚251.28賤472.91高8竟短期組酒合皇3婚＋焰0.7芽4+6趙1649.2收5給51.23顆1237.3抄8此197.80統(tǒng)374.06銅9傘極限組合陽2525.7洗9挽117.00陳1894.8字7洞326.77退614.81摧表允2.13震3跳號梁內(nèi)力匯總巖及組合表改荷載類型詞跨中截面平四分點(diǎn)截面桂支點(diǎn)截臉面擠Q昂M辯Q攔M愿Q熊Q嫁1柿第一期永久作蝦用片82螺4學(xué)．憐02肚0透618.35袋84.08將168.17乓2瓜第二期永久作煙用鄰259.79簡0優(yōu)194.95濫26.51斗53.02婦3歪總永久作用剃＝繼1半＋充2馳1083.8降1億0笑813.30只110.59真221.19腰4圈可變作用公李路漲I防I士級刑711.99椅71.92辱533.99嶼116.06少201.86釀5廚可變作用（汽焰車）沖擊邁135.99陜13.74賢102.00柳22.16副35.46奸6腸可變作用（人葉群）您16.42騎0.84鑄12.32喝1.89膀2.31震7帶標(biāo)準(zhǔn)組喬合途3灰＋洪4潤＋比5棋＋糟6岡1948.2毒1各86.50糾1461.6長1牽250.70勻463.92吃8搏短期組于合者3漸＋絮0.7燈4+6釀1598.6孩2簽51.18俱1199.4鬼1閑193.72掛364.80搏9駝極限組合舟2506.1椒3暑120.85糾1880.1毯4爬328.33股604.60屋表憲2.14愚4動(dòng)號梁內(nèi)力匯總姥及組合表檢荷載類型任跨中截面藏四分點(diǎn)截面屆支點(diǎn)截榜面鏡Q差M伐Q德M鎖Q冤Q稱1瞞第一期永久作俱用州843.71狼0贏633.12膊86.09咽172.19旋2衰第二期永久作料用口259.79盟0么194.95桃26.51哨53.02忽3博總永久作用竭＝涌1拘＋暖2肉1103.5跌0桐0槍828.07五112.60漂225.20樸4透可變作用公筒路恰I領(lǐng)I享級猴875.69李88.45咽656.76監(jiān)142.74洋193.16鋤5癥可變作用（汽錫車）沖擊競167.25獸16.90以125.45丟27.26出36.89躺6舒可變作用（人苗群）汽－厭46.79吸－唐2.39強(qiáng)－鹿35.09喉－番5.37啟－恩7.74僵7齒標(biāo)準(zhǔn)組忙合何3設(shè)＋句4顆＋礦5虜＋覆6最2146.4考4構(gòu)105.35葬1610.2跡8診282.60芒455.25戶8雞短期組賊合玉3劫＋參0.7白4+6項(xiàng)1716.4你8濾61.92錯(cuò)1287.8襪0糕212.52怖360.41理9瓣極限組合謙2784.3呈2愈147.49即2088.7燦8舒373.12膝592.31洲3.對濾預(yù)韻唇應(yīng)差匠力籍壤鋼抄進(jìn)束疤異的刑膛估糕絡(luò)算趟幟及責(zé)吼布日亦置趁3.鼻1純跨中截面鋼束孕的估算及確定課褲額《公預(yù)規(guī)》規(guī)購定，預(yù)應(yīng)力梁憤應(yīng)滿足正常使古用極限狀態(tài)應(yīng)矩力要求和承載展能力極限狀態(tài)撓的強(qiáng)度要求。自以下就跨中截抄面在各種作用脹效應(yīng)組合下，怕分別按上述要津求對主梁所需也的鋼束數(shù)進(jìn)行懂估算，并且按章這些估算的鋼表束數(shù)的多少確你定主梁的配束觸。煩1.忘柴按正常使用狀視態(tài)的應(yīng)力要求摔估算鋼束未數(shù)望n達(dá)促書澇芬貪式中：燒—悠誼持久狀態(tài)使用齊荷載產(chǎn)生的跨珍中彎矩標(biāo)準(zhǔn)組巾合值爐愿由薄—棵特與荷載有關(guān)的喉經(jīng)驗(yàn)系數(shù)，取劇為俊0.565殃—同肌一股應(yīng)鋼絞線的截面普積。劃由前面的計(jì)算漠知，到，痛。初步估計(jì)歷，則鋼絞線偏作心距為微按最大彎矩的齒梁號進(jìn)行計(jì)算鼠（稈4接號梁）適2丈．按承載能力乒極限狀態(tài)估算帥鋼束數(shù)或式中：剪—激興承載能力極限虜狀態(tài)跨中最大舒彎矩裙歲沖室—翼披經(jīng)驗(yàn)系數(shù)，一椒般禽為呆0.7嶺5饒－揮0.7過7枯，取熔為耀0.76得草棕—百突預(yù)應(yīng)力鋼絞線呆的設(shè)計(jì)強(qiáng)度，慘為乖1260供3.斥皂由以上兩式，芒取泄n字＝白6貴，其他梁可按株此偏安全的也姑選歸用答6懸束鋼絞線。拆3.爹2帶預(yù)應(yīng)力鋼束的投布置絡(luò)捕跨中截面及錨示固端截面的鋼揚(yáng)束位置鋸偏千對于跨中截面投，在保證布置倒預(yù)留管道的要尾求下，盡可能吸增大鋼束的偏嘗心距，根據(jù)《尺公預(yù)規(guī)》摔怪規(guī)定，管道至桃梁底和梁側(cè)凈死距不應(yīng)小于萄3cm態(tài)及管道賓的熔1/奏2戀，，水平凈距孟不應(yīng)小于康4cm貼及管道直徑技的巡0.防6旋倍。細(xì)部結(jié)構(gòu)掛如圖。則可以擦直接得出鋼筋凝束群重心至梁棗底的距離善為借禾叫圖吹3.1階借跨中及錨固點(diǎn)任鋼束布置圖蛾對于錨固端截偶面，鋼束布置耐通?？紤]兩個(gè)腫方面：一是鋼許束合力重心盡焦可能靠近截面噴形心，使截面病受壓均勻，二鉆是考慮錨頭布文置的可能性，顆以滿足張拉方弄便的要求，則蕩錨固端布置鋼浮束如圖所示。種鋼束群至梁底圓距離為：灶榜觀很屈辯表刑3.1成滋錨固端截面幾膽何特性箱名稱搏1期2述3襲＝澡1×2蔬4托5使6旨7崖＝堪4償＋掛6扔翼板濫2400腫7.5反18000甲45000響37.88總344374階7進(jìn)348874爬7演三角板括400蛙17.5印7000娘555.55躲27.88丸310918闊311473豆腹板芝5200點(diǎn)65偵338000般732333沈3鍛－鉛19.62葬200171看1趙932504良4低8000烘—慰363000負(fù)736888釋9撒—步575637俊5枕131252搶64故都說明鋼束群重啊心處于截面的怎核心范圍之內(nèi)階。計(jì)圖肆3.2燈幫鋼束群重心檢毯驗(yàn)圖秋圖質(zhì)3.3掏牛鋼束彎起計(jì)算搏簡圖尚渴草鋼束起彎角和蒙線性的確定碰確定鋼束起彎注角時(shí)，既要照濟(jì)顧到又其彎矩口產(chǎn)生足夠的預(yù)命剪力，又要考螺慮到所引起的刊摩擦預(yù)應(yīng)力損寸失不宜過大，絞為此本設(shè)計(jì)將斜錨固端分為上蒼下兩部分，上莖部分鋼束起彎哀角悄為外15喉，枝下部壤為奶6族。為簡化計(jì)算與和施工，所有士的鋼束布置均冠為直線和圓弧滑，并且整根鋼妹束布置在同一咳個(gè)豎直面內(nèi)。唱芒.蓋富鋼束計(jì)算潤1.響陪計(jì)算鋼束起彎渴點(diǎn)至跨中的距計(jì)離惰黨卸流錨固端到支座嚇中心線的距離菠為迅表墨3.2勿瑞跨中截面至彎城起點(diǎn)的距離計(jì)救算表越編號恨錨固端鋼束升秀高值幣（盞c啞m駐）陜（炭c挪m擺）腹R梅（懸c桂m炮）乒（珍c繩m乘）鐮15錄6漂0.9945更2完0.1045撞3雕2738.1冒7蠟286.22貓711.18膚30擱6煤0.9945特2貝0.1045岸3銜5476.3溪5桂572.44虜422.26貧70座15鵝0.9659其6侍0.2588子2脹2054.3絲4矛531.70螞470.70茅90獸15勸0.9659鑄3奮0.2588轟2渾2641.3階0俯683.62宿310.68譯搜帆彎起點(diǎn)至錨固些端彎起鋼束的帝水平投影長度立知揪跨中截面至彎按起點(diǎn)的距離似2.奪匠計(jì)算鋼束群重靈心到梁底的距該離潮表庫3.3沃計(jì)算鋼束群重霞心到梁底的距籍離計(jì)算表椅截面絕鋼束號辛R?。ǘ琧償m膏）愈四分噴點(diǎn)談49抗0皺－交未彎起摟2738.1央7昌—他—陜10顆10換16.39雜67.74獻(xiàn)5476.3生5廟0.0123括696懂0.9999畜235墾20費(fèi)20.42衛(wèi)47.40嶺2054.3愉4道0.0230立731臘0.9997趕338眼10乘16.93嶄191.22仙2641.3羅0后0.0723骨962教0.9973挪760掙20絞20.55摟支崗點(diǎn)驟98沉0售－債268.82獲2738.1介7雀0.0981檢751擁0.9951卸692標(biāo)10接23.23癢55.72號557.74港5476.3纖5硬0.1018細(xì)452彎0.9948到003槽20消48.48響537.40綁2054.3笛4接0.2615罰925怖0.9651蜻784頸10櫻91.54叮681.22伸2641.3串0款0.2579繞109情0.9661擊687心20吩99.36田站楚計(jì)算截面處鋼壯束重心到梁底承的距離法3.布去鋼束長度計(jì)算骨鋼束長度傳＝嫩s快＋花肥表擔(dān)3.4弱鋼束長度計(jì)算繭表照鋼束號亂R沒（攻m扣）繡起彎角度易曲線長度炎直線長度篇有效長度借預(yù)留長度枕鋼束總長度約（批c悔m帳）揪2738.1枕7心6尺268.74驕711.18揉1995.8意4沉140例2135.8貓4毒5476.3側(cè)5啞6閥573.48挎422.26授1991.4越8猛140涼2131.4務(wù)8珍2054.3普4那15咸537.82錘442.60忘1960.8芝4黎140食2100.8喊4霧2641.3究0斤15顆691.48坑298.78乞1980.5蹲2蘿140昆2120.5順2塊4.堂撲計(jì)崖家算習(xí)派主叮埋梁朱圈的寒終截賢疤面絮角幾娃孕何謹(jǐn)脹特婚漏雕性乖紗允在求得各演算親截面的毛截面真特性和鋼束位親置的基礎(chǔ)上，斬計(jì)算主梁凈截千面和換算截面犧的面積，慣性絮矩及梁截面分砍別對重心軸，授上梗肋和下梗策肋的凈矩，最伴后匯成截面特件性總表，為各占個(gè)受力階段的冠應(yīng)力驗(yàn)算準(zhǔn)備化計(jì)算數(shù)據(jù)嘴4.假1既截面面積及慣兩性矩的計(jì)算摧驗(yàn)害凈截面面涂積酷沫校雁截面慣性蓮矩股鳴換算截面面奮積染醫(yī)個(gè)換算截面慣性飼矩毛勞表核4.1腰跨中截面面積溉及慣性矩計(jì)算少表饑截面濕名稱鈔面積錘重心到上緣距榜離步對上緣凈矩錦截面重心到上愁緣距離聞自身慣性矩魂凈截面振毛截面皮5980.0膊0泰39.77獅237821譽(yù)38.26慮299876熱5終817134冰3筋104903積09香管道面積葉－志117.75逃115娃－變13541張略隱－擠76.74杏－攀693433混凈面積耀5862.2覺5橫224280莫299876床5里－站1.51券13635掛換算截面撐毛截面凱5980.0漫0謎39.77雖237825波41.19擔(dān)1.42衫12058蝕118091潑12未換算面積渠115.08汽115臥13234身略佩－溉73.18絮626946莫6095.0蘋8北251059他639004亡表俘4.2勻四分點(diǎn)截面面鎖積及慣性矩計(jì)睜算表換截面梳名稱和面積蝕重心到上緣距云離題對上緣凈矩也截面重心到上譯緣距離洋自身慣性矩宇凈截面技毛截面誤5980.0迫0沙39.77第237821慣38.29師299876慕5犬－擦1.48咽817134妻3干105151合98釘管道面積控－漲117.75挺113.61量－纖13378摔略呢－釋75.32巖－鼓668008冤凈面積標(biāo)5862.2膚5煌224443販13099扛換算截面京毛截面路5980.0磨0濁39.77撇237825最41.16磨1.39動(dòng)11554瘦117857艙16守?fù)Q算面積柴115.08月113.61深13074甩略刮－逆72.45搜604005谷6095.0藍(lán)8搞250899筒615609朱表焰4.3雨支點(diǎn)截面面積些及慣性矩計(jì)算墨表獸截面言名稱魚面積營重心到上緣距己離鍛對上緣凈矩制截面重心到上公緣距離柱自身慣性矩曠凈截面俱毛截面震8000.0纏0俊45.38究363000臨44.94槐736888奔8抵－蛇1.48楚575637荷5卻130254鴿50紐管道面積希－禮117.75此74.28掠－子8746長略近－冊29.34麗－晉101363晃凈面積意7882.2塵5主354253丙－為99814估換算截面星毛截面雕8000.0撕0至45.38暑363040烈45.79豆0.85滔5780壤132244限52繞換算面積洞115.08李74.28錫8548院略晨－自28.49核93408疊8115.0涌8非371588揉99188保4.偉2甘梁截面對重心俊軸的凈矩計(jì)算趁表沿4.4球梁截面對凈軸例凈矩計(jì)算表紀(jì)類別帝項(xiàng)目旅跨中截面使四分點(diǎn)截面返支點(diǎn)截面招翼板對凈軸凈菊矩巷翼板繩2760浮30.76吼84898頂2760朋30.79朝85011吵2400雜34.44環(huán)82656娘上三角辟552矛21.26體11736爪552恢21.29癢11752轟400昌27.94公11176凝肋軍336獎(jiǎng)27.76郊9327向336碧27.79輛9337粘800棟34.49保27952隸—招—冠105961捐—衡—更106100辟—辛—摘121784攪下馬蹄對凈軸秋凈矩榨下三角灑144狂67.74繳9755虧144極67.71獎(jiǎng)9750價(jià)馬蹄戴480摧81.74藝39235撇480羞81.71輪39221何肋圍512每75.74嘆38779怕512控75.71什38764輝管道解-117.7娛5轉(zhuǎn)76.74巖-9036冶-117.7冠5剩76.71餓-9033茶—奏—樓78733迎—書—宵78702學(xué)凈軸以上面積里對其凈矩伙翼板能2760州30.76耽84898顯2760速30.79郊85011房2400濫34.44把82656悠上三角燥552煩21.26那11736侮552鋒21.29癢11752掃400鵲27.94所11176高肋唐612.16黃19.13楊11711虎612.16肯19.15柿11723唇1797分22.47季40392汽管道眠-39.3士10.39謝-408鍬—率—泉108345厘—擔(dān)—嘆108486竿—豪—厘133816冊表遮4.5興梁截面對換軸程凈矩計(jì)算表押類別艷項(xiàng)目艇跨中截面霜四分點(diǎn)截面兵支點(diǎn)截面計(jì)翼板對換軸凈熔矩憲翼板滴2760賭33.69賴92984朝2760差33.66蹈92902醋2400芽38.29執(zhí)91896機(jī)上三角鋒552季24.19爛13353演552式24.16繁13336鎖400龜28.79騎11516努肋腸336鋤30.69煮10312簡336瞇30.66慶10302季800剝35.29澆28232圖—戲—浴116649鞭—善—軟116540遇—夾—玉131644寄下馬蹄對換軸閘凈矩屋下三角兩144導(dǎo)64.81墨9333基144駱64.84辣9337命馬蹄墊480溫78.81交37829螺480色78.84惕37843免肋壓512比72.81辨37279東512壟72.84債37294棄鋼束梅115.08隆73.81魄8494朱115.08爬73.84雀8498辱—擁—騙92935淋—睛—川92972日換軸以上面積蛋對其凈矩造翼板篩2760陽33.69尖92984呆2760糠33.66把92902聾2400污38.29抄91896蝦上三角盯552勇24.19折13353款552伐24.16繁13336為400灰28.79谷11516宮肋封659.04巨20.60染13576問658.56杜20.58輝13553老1832擦22.90毒41944圣鋼束全38.36鷹11.24辰431帝—均—植119913辣—立—頌119791心—耀—捏145787醫(yī)4.瞧3出截面特性匯總忠表榴4.6天梁截面特性計(jì)件算表股湖梨羽銀截面能名稱成符號吐截面例跨中綁四分點(diǎn)蘿支點(diǎn)逮混凝土凈截面集凈面積拜5862.2愚5危5862.2種5案7882.2椒5稿凈慣性矩收104903么09籠105151蘭98鳥130254懼50串凈軸到截面上紙緣距離抽38.26梳38.29祖44.94為凈軸到截面下欣緣距離震91.74勉91.71壇85.06祖截面抵抗矩碌上緣揀274185蓄274620介289841四下緣誕114348泰114657良153132排對凈軸凈矩即翼板部分評105961待106100混121784到凈軸以上玻108345刑108486嘴133816付換軸以上線129686瞎130021辛157243釋馬蹄部分秩78733敗78702遙_____繡鋼束群重心到饞凈軸距離廣76.76驢60.32輛29.34嶺混凝土換算截酬面床換算面積妖6095.0聰8賠6095.0耐8籮8115.0榴8敬換算慣性矩錄118091恢12喂117857扔16淘132244子52妻換軸到截面上換緣距離訊41.19體41.16叮45.79旦換軸到截面下概緣距離秀88.81皂88.84父84.21野截面抵抗矩段上緣喬286699低286339添288807孩下緣激132971澡132662貫157041敲對換軸凈矩卻翼板部分喊116649爪116540融131644表凈軸以上引129686伙130021涉157243房換軸以上蓄119913謊119791筑145787轉(zhuǎn)馬蹄部分早92935吹92972蘋______為鋼束群重心到福換軸距離候73.81干72.45灶28.49繳5跳．鋼束預(yù)應(yīng)力伍損失計(jì)算錢詞廢《公預(yù)規(guī)》且世條規(guī)定，計(jì)算途主梁截面應(yīng)力苗和確定綱束的豐控制應(yīng)力時(shí)，宣應(yīng)計(jì)算預(yù)應(yīng)力纖損失值，后張系法預(yù)應(yīng)力損失比包括前期預(yù)應(yīng)只力損失和后期目預(yù)應(yīng)力損失。析而梁內(nèi)綱束的驅(qū)錨固應(yīng)力和有梳效應(yīng)力分別等福于張拉應(yīng)力扣群除相應(yīng)階段的派預(yù)應(yīng)力損失。熄5.塌1伴預(yù)應(yīng)力鋼束與打管道壁之間的梢摩擦損失排《公預(yù)規(guī)》展挎規(guī)定，計(jì)算公胸式戴為幫榆式中：待—早張拉鋼束時(shí)的昏控制應(yīng)力，對躬于鋼鉸線取張魔拉控制應(yīng)力為＝女—桌錫鋼束與管道壁孕的摩擦系數(shù)數(shù)—響蹤從張拉端到計(jì)箱算截面曲線管題道部分切線的太夾角之和臂—密閱管道每米局部恐偏差對摩擦的犬影響系數(shù)，緒—?jiǎng)蚱蕪膹埨说接?jì)點(diǎn)算截面管道長沉度，可取其在岔長軸上的投影獻(xiàn)長度呢表閱5.1草預(yù)應(yīng)力鋼束與賢管道之間的摩愚擦損失開截面授鋼束號伯＋績度驅(qū)弧度績跨中截面諸6內(nèi)0.1047穗0.0576撓9.9740四0.0150制0.0726叫97.65疤6蔥0.1074忌0.0567列9.9470凳0.0149元0.0725雪97.51姐15竄0.2618沫0.1440宏10.024痰0.0150吃0.1590夕205.07夕15潑0.2618烤0.1440鼻9.9430呢0.0149紹0.1589兼204.93紅四分點(diǎn)截面奴6棉0.1074拒0.0567乞5.0740靈0.0076俗0.0652筍88.02誕14.291艱3祥0.2528拼0.1390住5.0470艙0.0076盼0.1466歷190.28出13.677趨9柴0.2468局0.1357勤5.1240閉0.0077應(yīng)0.1434慰186.37任10.848碗4情0.1994浩0.1097般5.0430或0.0076蝕0.1173脖154.43瘦支點(diǎn)截面項(xiàng)0.3659表0.0108袍0.0059瘡0.1740舞0.0003旗0.0062彩8.62好0.1546等0.0046沸0.0025瞧0.1470般0.0003挖0.0028簡3.90朋0.8354覺0.0244采0.0134鑼0.2240傅0.0003堪0.0137在18.98雅1.0539開0.0191渴0.0105傲0.1430壟0.0003登0.0108陡14.98池5.2狼釀錨具變形，鋼巡束回縮引起的較損失度錨具變形，鋼艘束回縮引起的壽預(yù)應(yīng)力損失的托公式為忌錨固端變形遼值祥栗，按兩端張拉輛考慮文5.3踏室砼彈性壓縮引故起的預(yù)應(yīng)力損煤失里后張法梁采用千分批張拉時(shí)，昆先張拉的鋼束筐由于后張拉鋼槐束產(chǎn)生的混凝難土彈性壓縮引主起預(yù)應(yīng)力損失尚，根據(jù)《公預(yù)死規(guī)》萍釀規(guī)定，計(jì)算公遇式為艷式中：慘—知先張拉鋼束重烈心處由后張拉貪鋼束產(chǎn)生的砼匪法向力。眨其中，雄，型—南分別為鋼束錨窗固時(shí)預(yù)加的縱身向力和彎矩明—射計(jì)算截面上鋼掩束重心到截面件凈軸的距離，純數(shù)據(jù)鋤鋼束號謝計(jì)算預(yù)應(yīng)力損獨(dú)失鋼束號睡相應(yīng)鋼束到凈莊軸距離介1121.1主8啟4305.3援3該0.9973奔7飲4294.0呢4294.0奴74.78時(shí)321180欄321108爽71.16箭2.90喂17.40評1071.8煙4睜4115.8濕7嘆0.9997耽4多4114.8尚8408.8番71.16拖295276甲616384掏71.29竭5.50勸45.96庸1039.3歸7牛3991.1愚8韻0.9992疼3比3990.9吹12399.淘7恨71.29嘗284509僚900894捉71.29宅8.23鹿49.38腦1035.9慚5辯3978.0弄5名0.9999甜2義3977.7銹16377.嘴4佛71.29們383573情118446桶7塊81.71草11.99扯71.94鈔1115.6家5忘4284.1扯0和1.0000往0錄4284.1扒20661.以5博81.71福350054良153452反1村81.71消15.44餅92.64倘1094.9霞5萌4204.6厲1野1.0000歇0抗4204.6未24866.像1繩81.71巧343559誦187808握0腔表饒5.2蜜辟四分點(diǎn)代砼彈性壓縮引鞭起的預(yù)應(yīng)力損嫂失典數(shù)據(jù)縫鋼束號彼計(jì)算預(yù)應(yīng)力損暢失鋼束號團(tuán)相應(yīng)鋼束到凈違軸距離撕1070.6摘8燕4111.4肚1堵1.000哲4111.4熱4111.4積1崇71.74權(quán)284904則321108騎81.74畫2.89影17.34招1053.2役0倚4115.8扮7陳1.000燒4114.8督8155.7急1峽71.16乳295276曠604221潮71.29錄5.47擾32.82帥1145.2偉8械3991.1你8罵1.000脫3990.9言12553.掌3倚71.29甩284509叮917995適71.29傷8.37顛50.22竹1127.8鐘8毛3978.0和5瞧1.000蒜3977.7比16846.名4黃71.29粘383573給122700軋2槳81.71仍12.38樹74.28欲1046.3傻2年4284.1鏟0鬧1.000該4284.1雷20902.餓6柱81.71這350054份155362秧3臂81.71唯15.62老93.72筑1084.2洲4宮4163.4鋼8采1.000苦4163.5壽25065.義9壁81.74班338458掃189208牛1城表稅5.3拌蛛跨中截面音砼彈性壓縮引判起的預(yù)應(yīng)力損階失猛數(shù)據(jù)委鋼束號枕計(jì)算預(yù)應(yīng)力損和失鋼束號除相應(yīng)鋼束到凈騎軸距離泛1260.6攜3婚4840.8截2梅0.9661侄7燈4677.1盞-4677.擁1紅-14.30位-66882布-66882他-6.84宴0.55臣3.30庭1253.3盟3逗4115.8猛7初0.9651羅7呆4645.2窩9322.2態(tài)5鳴-6.48疫-60408澤-12720旨36.58糖1.54宿9.24啞1262.4行7臂4847.8脖8幣0.9948煉0半4822.7氧14144.某9鑒36.58塌176414帽49124釋36.58坦1.93昆11.58干1260.1隙3探4838.9代0搏0.9948勤0離4813.7凈18958.慣7秀36.58造176087熊225211術(shù)61.83盲3.84攜20.88夕1246.1間1箏4785.0碼6雄0.9951牛6頃4761.9厭23720.半6生61.83搜294431節(jié)519642扣61.83袋5.48狹32.88居1234.1秋1支4738.9蝕0.9951賤7庭4716.0鈔38436.頂7老61.83滔191596首811238堡表驚5.4乎弊支點(diǎn)截面倒砼彈性壓縮引閥起的預(yù)應(yīng)力損脅失PAGEPAGE59PAGE59饑5.4釀痕由鋼束應(yīng)力松擇弛引起的預(yù)應(yīng)船力損失欄《公預(yù)規(guī)》遍速條規(guī)定，鋼鉸逮線由松弛引起欠的損失終極值互，按下式計(jì)算囑式中：源－張拉系數(shù)，儉本設(shè)計(jì)一次張蠶拉，棄取巾1.0愈少－鋼筋松弛系瘡數(shù)，對于低松椅弛鋼筋，嘆取曉0.3榨興－傳力錨固時(shí)綠的鋼筋應(yīng)力送表箭5.5析預(yù)應(yīng)力鋼束松簽弛引起的摩擦核損失煉鋼束號嚇?biāo)姆贮c(diǎn)截面拴跨中截面遼支點(diǎn)截面望1094.9誰5孔15.15撓1084.2悠4申14.03躬1234.1猾1敲31.48店1115.6嗚5馬17.37清1046.3栗2鎖10.21罩1246.1出1探33.04播1035.9群5殲9.21講1127.8娛8眉18.72思1260.1閃3沃34.88池1039.3滾7俊9.53包1145.2賭8纖20.68翠1262.4駱7瀉35.20桌1071.8載4防12.75層1053.2蜜0渣10.88算1253.3范3乓33.99茄1121.1墊8妨17.98耕1070.6呆8套12.63旱1260.6褲3順34.98習(xí)5.5撲獨(dú)砼收縮和徐變模引起的預(yù)應(yīng)力抗損失日冤過《公預(yù)規(guī)》制豐規(guī)定，由砼收率縮和徐變引起繁的預(yù)應(yīng)力損失址可以按下式計(jì)和算淘寶內(nèi)式中：像—敗—候由于砼收縮和尸徐變引起的預(yù)愿應(yīng)力損失爹誕向—挖—關(guān)鋼束錨固時(shí)，猛全部鋼束重心薪處由于預(yù)加應(yīng)挎力（扣除相應(yīng)勒階段的損失）乞產(chǎn)生的砼法向母應(yīng)力炸品儉—煮—仔配筋還率表網(wǎng)A綿—輪—租本設(shè)計(jì)為錨固漸時(shí)的凈截面積朵—攪—猜鋼束群重心到墳截面凈軸的距福離慮—敏—督截面回轉(zhuǎn)半徑祥，峽—刻—蓮加載齡期為征，計(jì)算齡期追為跌t米時(shí)砼的徐變系疾數(shù)拘—遇—腎加載齡期為盾，計(jì)算齡期增為搞t牢時(shí)砼的收縮應(yīng)賠變掘1.飲倦徐變系數(shù)終極儀值濟(jì)和收縮應(yīng)變終該極值器的計(jì)算投構(gòu)件理論厚度棕計(jì)算公攤式昆繼式中友：匙A初葵—廣—蝴主梁砼截面面時(shí)積但過u滾扣—鄰—啟與大氣接觸的火周邊長度顧料挺本設(shè)計(jì)考慮收修縮徐變大部分羅在成橋之前完邀成航，枝A足和收u薦均采用預(yù)制梁腐的數(shù)據(jù)，對于雷砼毛截面與跨券中截面，上述紀(jì)數(shù)據(jù)完全一樣疊，心即鵝甚設(shè)混凝土收縮腦和徐變在野外輕一般條件下完岸成，受荷時(shí)砼箭加載齡期漿為即20野d尤，按照上述條添件，查《公預(yù)娘規(guī)》冒園，得到驕＝狠1.7雅9首，乒＝咐0.232.計(jì)算派表傅5.6勝綱四分點(diǎn)虜砼收縮和徐變貪引起的預(yù)應(yīng)力酒損失計(jì)算表暖計(jì)算數(shù)據(jù)攀計(jì)算篇（債Mp胖a說）姓（幫Mp鍬a最）不（傅Mp評a挪）穿（府1蜓）膝（鑰2間）涌（激3曲）＝涌（變1徹）＋雨（沾2烤）徐4.242摧7.142箱11.384蓄分子項(xiàng)距分母項(xiàng)槐（鞋4著）予122.26醫(yī)1793.7燃1劑（依5團(tuán)）福44.85虹3.028努（臟6榆）緞0.9(4+逃5)王150.40凍0.40具5納％瑞1.184息表摸5.7勇現(xiàn)跨中六砼收縮和徐變業(yè)引起的預(yù)應(yīng)力箱損失計(jì)算表輕計(jì)算數(shù)據(jù)消計(jì)算牌（稻Mp發(fā)a冶）跡（筑Mp余a篩）述（議Mp春a鋼）嘩（派1摸）傍（嗚2陸）毯（昨3竄）＝不（灑1雁）＋掛（勺2龜）恩4.28哨9.21鉗13.49檔分子項(xiàng)勤分母項(xiàng)獲（識4護(hù)）撞144.88肅1789.4王7格（記5莖）脹44.85翼4.29懂（音6姐）武0.9(4+流5)舉170.76欄0.39汁3?。ツ?.253頃表祖5.8習(xí)麻支點(diǎn)餐砼收縮和徐變憲引起的預(yù)應(yīng)力總損失計(jì)算表?xiàng)澯?jì)算數(shù)據(jù)走計(jì)算籃（遮Mp橋a重）榜（運(yùn)Mp柏a杰）對（別Mp搏a鑼）染（題1架）炭（尊2冶）復(fù)（舒3鄙）＝食（汁1跌）＋勻（陜2價(jià)）玉3.61致4.01盾7.62鞏分子項(xiàng)況分母項(xiàng)叨（電4越）幟81.84墊1652.5付0僑（涉5壤）削44.85永1.52填（岔6撿）呢0.9(4+冬5)與114.02贊0.29卵2悉％衫1.067詳5.6講訪預(yù)加力的計(jì)算貌及鋼束預(yù)應(yīng)力稼匯總讀施工階段傳力輛錨固應(yīng)力增及其產(chǎn)生的預(yù)香加力1.碗2塑．由笑產(chǎn)生的預(yù)加力縱向力扶彎瓣矩攀馬剪登力巾建式中會：眠雕－鋼束彎起后贈(zèng)與梁軸的夾角揮胳糠斥煮－鋼筋截面號積慶州＝忠3.84優(yōu)表?xiàng)?.9菌市四分點(diǎn)叼預(yù)加力計(jì)算表牙鋼束號降（咽0.1k桶N伙）同（德0.1k度N頭）贈(zèng)（獵kN質(zhì)m拖）叔1啞0碌1設(shè)4305.3雜3貧0卸2狹0丹1基4115.8晉7炸0辰3銜0.0123馬696引0.9999存235勞3991.1睡8因49.37蒙4磁0.1236盜96辭0.9999兔235刺3978.0請5蟻49.21著5歲0.0230芳731疏0.9997麻338追4284.1補(bǔ)0航98.85科6澆0.0723渴962鋼0.9973腰760燃4204.6碧1檔304.40醋2486.6乞13守501.83晶1878.0兄8伯表根5.10拘四跨中式預(yù)加力計(jì)算表丘2506.5糞9薦0真1892.0因8藍(lán)表蘿5.11詢封支點(diǎn)怕預(yù)加力計(jì)算表邊鋼束號沉（貴0.k怒N笑）舒（勺0.1k斤N剃）推（踏kN練m臘）熊1匆0.0981跡751把4716.0唐9或46.30畫2醋0.0981宴751析4761.9謎5爸46.75豪3私0.1018映425蓬4813.7掀4邁49.03輛4佛0.1018桃425傻4822.6決8本49.12也5士0.2615扁925虹4645.2隔0生121.51伍6文0.2579肉109足4677.0鄰5盞120.63字2843.6爽7賴433.34司811.24洽各個(gè)控制截面揀的鋼束預(yù)應(yīng)力翁損失匯總掌表惜5.12栽介四分點(diǎn)銀鋼束預(yù)應(yīng)力匯揚(yáng)總計(jì)算表智鋼束號顆預(yù)加應(yīng)力階段仿正常使用階段均錨固前預(yù)應(yīng)力蒸損失昂錨固時(shí)鋼束應(yīng)用力硬錨固后預(yù)應(yīng)力訂損失僵鋼束有效預(yù)應(yīng)招力堆1猛88.02侍119.39視92.46腦1094.9維5廳15.15息127.03域952.77構(gòu)2重88.02羊71.94慮1115.6酬7并17.37取971.27宰3蒼190.28萌49.38誼1035.9霜5言9.21夏899.71惹4廁190.28女45.96攝1039.3不7蠅9.53江902.81撞5孔186.37豈17.40畏1071.8場4居12.75捷932.06魂6賤154.43熔0盞1121.1弱8羊17.98摟976.17沖表泥5.13助萬跨中灣鋼束預(yù)應(yīng)力匯盆總計(jì)算表環(huán)鋼束號望預(yù)加應(yīng)力階段即正常使用階段岡錨固前預(yù)應(yīng)力伴損失梳錨固時(shí)鋼束應(yīng)塔力冊錨固后預(yù)應(yīng)力闊損失窮鋼束有效預(yù)應(yīng)棗力沾1邁97.65斃119.39滅93.72唉1084.2漸4爭14.03輛136.28科933.93忽2春97.65互74.28考1103.7著1維10.21煩957.22等3淋97.51謀50.22蘭1127.8紐8斥18.72傍978.88磚4錢97.51偷32.82堡1145.2斑8乒20.68選988.32刑5篇205.07鵝17.34甘1053.2溫0閑10.88叨906.04散6清204.93直0碰1070.6貸8萌12.63斧921.77醬表植5.14甚蹈支點(diǎn)能鋼束預(yù)應(yīng)力匯鈴總計(jì)算表罪鋼束號野預(yù)加應(yīng)力階段繪正常使用階段條錨固前預(yù)應(yīng)力師損失稠錨固時(shí)鋼束應(yīng)母力奔錨固后預(yù)應(yīng)力叼損失字鋼束有效預(yù)應(yīng)歷力環(huán)1拆8.62有119.39點(diǎn)32.88竄1234.1藝1忠31.48冠106.86狂1095.7土7啞2志8.62障20.88螞1246.1文1駱33.04干1106.2內(nèi)1建3堡3.90麗11.58珍1260.1炊3桐34.88伏1118.3濱9射4竊3.90升9.24少1262.4鈴7倒35.20旅1120.4棒7逮5箱18.98題3.30做1253.3雞3種33.99擁1120.4成1掘6司14.98泄0流1260.6響3付34.98盈