橋梁工程畢業(yè)設(shè)計(jì)外文翻譯

1、Review of assessment and repair of fire-damaged RChighway bridgesAbstract ：This paper presents a review of the progress of the research and engineering practice of assessment and repair of fire-damaged RC highway bridge，s based on which existing and pressing problems of the evaluation method are poi

2、nted outAt last，Prospect for the development of assessment and repair of fire-damaged highway bridges is also proposedKey words ：fire damage；assessmen；t repair techniques；RC structure；bridge1 PrefaceFires can cause great structural damage to bridges and major disruption to highway operationsThese in

3、cidents stem primarily from vehicle accident (often oil tanker) fires， bridges might also be damaged by fires in adjacent facilities and from other causesQuite a few of them， though rarely happened， lead to severe structural damage or collapse and casualtyOn June 2，2008，fire disaster broke out under

4、 the 18th span of Nanjing Yangtze River Bridge and lasted for approximate 75min During the fire' s development andextinguishment， the structure experienced the sharp rise and fall in temperature causing severe damage to fire- stricken segmentsOn April 29，2007，a gasoline tanker overturned on the

5、connector from Interstate 8O to Interstate 880 in California The intense heat from the subsequent fuel spill and fire weakened the stee1 underbelly of the elevated roadway ,collapsing approximately 165 feet of this elevated roadway onto a section of I880belowOn March 25， 2004，Connecticut，United Stat

6、es， a tanker truck carrying fuel swerved to avoid a car and overturned，dumping 8000 gallons of home heating oil onto the Howard Avenue overpass The consequent towering inferno melted the bridge structure and caused the southbound lanes to sag several feetUndocumented number of bridge fires occurring

7、 throughout the world each year cause varying degrees of disruption，repair actions，and maintenance cost Although fires caused damage to the bridge structures ,some bridges continue to function after proper repair and retrofit Still in some situations they have to be repaired for the cause of traffic

8、 pressure even though supposed to be dismantled and reconstructed However ,in other cases， structures are severely damaged in the fire disaster and fail to function even after repair，or the costs of repair and retrofit overweigh their reconstruction costs overwhelmingly even if they are repairable，

9、under which situation reconstruction serves as a preferable optionTherefore in situ investigation and necessary tests and analyses should be conducted to make comprehensive assessment of the residual mechanical properties and working statuses after fire and to evaluate the degrees of damage of membe

10、rs and structures , in reference to which decisions are made to determine whether Fire damaged structures should be repaired or dismantled and reconstructedUrgent need from engineering practice highlighted the necessity to understand the susceptibility and severity of these incidents as wel1 as to r

11、eview available information on mitigation strategie，s damage assessment，s and repair techniques.2 Progress in Research and Engineering Practice2.1 Processes of Assessment and Repair of Fire damaged Bridge StructureIn China and most countries in the world， most highway bridges are built in RC structu

12、reAnd the practice of the assessment and repair techniques of bridge structure after fire directly refer to that of RC structure，which ，to date， domestic and foreign scholars have made great amount of research on，with their theories and practices being increasingly mature .As for the assessment and

13、repair of fire-damaged reinforced concrete structures， there are two mainstream assessmentprocessesin worldCountries including United States， United Kingdom and Japan adopt the assessment process stipulated by The British Concrete Society .This process grates the severity of fire damage of concrete

14、structure into four degrees according to the deflection， damage depth，cracking width, color， and loading capacity variation of fire-damaged structures and adopt four corresponding strategies (including demolis，h strengthen after safety measure，s strengthen. and strengthen in damaged segments) to dea

15、l with them accordingly In general，this process is a qualitative method and considered，however， not quantity enough.In Chinese Mainland and Taiwan ， the prevailing as assessmentand repair process of fire damaged incorporates following steps：In comparison this process is more detailed(1) Conduct In-s

16、itu inspections， measurements， and tests including color observation， concrete observation，degree of rebar exposure observatio，n cracking measuremen，t deflection measuremen，t various destructive and nondestructive test methods as grounds for assessment of fire damaged structuresIn assessment of the

17、post -fire mechanical properties of fire damaged structures， historical highest temperature and temperature distribution of structure during the fire serve as decisive factors The common methods to determine them incorporate petrographic analys，is ultrasonic method， Rebound method，Ignition Loss meth

18、od ，core test， and color observation method(2) calculate to determine whether the fire-damaged structure can meet the demand of strength and deflection under working loads after fire using mechanical properties of rebar and concrete before and after fire based on the historical highest and temperatu

19、re distribution of structures obtained from step one There are two main methods to evaluate the post -fire performance of fire-damaged structur：esFEM method and Revised Classic Method(3) On the basis of test and calculation results obtained from step two ，take corresponding repair strategies and par

20、ticular methods to strengthen the fire-damaged structures.2 2 Repair TechniquesFor the repair of fire damaged bridge，proper repair methods should be taken according to the degree and range of the structure's dMaemanagwehile the safety and economy of the repair methods should be concerned with by

21、 avoiding destructing the original structure， preserving the valuable structural member，s and minimizing unn ecessary demolishme nt and rec on struction Com mon repair tech niq ues are listed as follows(1) Fire-damaged concrete ReplacementThe replacement of firedamaged concrete is the most common te

22、chnique in damaged concrete repairIf the concrete structure is damaged only within the concrete cover，it is preferable to remove the firedamaged concrete from the structure making the rebar exposed and to make up the removed part by means of recasting or concrete spraying If the displacement of the

23、structure exceeds the controlled value or the embedded rebar is buckled，the damaged structure should be otherwise handled。(2) CFRP strengtheningCFRP materials have strong tensile strength and elasticity as well as excellent workability and durability and are widely applied in engineering practice in

24、 recent yearsCFRP materials are used to boost the loading capacity by adhering them to the edge of tensile region to replace the reinforced rebar .CFRP are especially suitable for the projects calling for boost of loading capacity while no extra weight is allowed(3) Structural member ReplacementFor

25、slab bridges and girder bridges ,the decks of the bridge are made of parallel girders or thick slabs .On condition that part of structural member is severely damaged in the fire so that it's beyond rrepaiirr coorstthoever weigh a new one，it is preferable to replace the damaged spans with new gir

26、ders or slabsThough appears to be relatively high in cost, this method serves as reliable and effective way in engineering practice 2 3 Case Study of Assessment and Repair Techniques of firedamaged bridgesSome domestic and foreign scholars have conducted a series of studies on the inspection， assess

27、men，t and repair techniques of fire damaged bridges in the engineering practice by different assessment standards and processes on the casebycase basis using a variety of field and laboratory evaluation methods， including both destructive and nondestructive testingLiterature employed visual inspecti

28、on and material testing including compressive strength testing and petrographic analysis(paste depth， micro cracking ， color change)on a fire-damaged bridge，based on which 1oad rating analysis was performed using reduced girder and deck sections Literature made qualitative safety evaluation on two f

29、ire-damaged bridge structures using the rebound method， core tests， carbonization depth measurement， concrete cover measurement， deflection measuremen，t and appearance observation Literature use the combination of ultrasonic method and rebound method to determine the historical highest temperature o

30、f structures in fire ，based on which stiffness and strength of two fire damaged structures are determined to make safety evaluations on them And then CFRP and structural adhensive are used to strengthen the fire damaged segments respectivelyLiterature made a safety evaluation on a prestressed reinfo

31、rced concrete slab bridge， the fire directlystricken segments of which are severely spalled and carbonized with embedded rebars and prestressed strands exposed Its rubber isolators were also highly carbonizedThe researcher took the core tests and inferred that local segmentsof the slabs were severel

32、y damaged and the prestresshad been lost Meanwhile， the researcher conducted a series of dynamic tests on the damaged bridge and presumed that the variation of the comprehensive performance of the bridge structure after fire was insignificant in reference to the results of the dynamic tests . The re

33、searcher proposed to replace the severely damaged slabs from the perspective of durability and safetyLiterature made the damage assessmentand repair work on a fire- damaged T- shaped prestressed beam bridge The fire disaster was derived from the leakage of a oil tanker and then the burning oil was s

34、pread to the underbelly of the bridge Several boundary and secondary boundary girders are consequently damaged in the fire. Judging by the fire duration ， color change， and damage depth，the researcher concluded that the fire-damaged girders fell the category of severely-damaged structures and cannot

35、 be repaired for the prestress loss andmaterial degradation Therefore five spans of boundary and secondary boundary girders are dismantled and reconstructedLiterature ：1 Martha Davis，PE ，Paul Tremel，PE ，Alex PedregoBill williams Bridge Fire AssessmentJ Structure Magazine, 2008,: 30一32.2 FENG Zhi-nan

36、， CHEN Ai pingInspection and Assessment of an Expressway Underpass Bridge After Fire DamageJ. World Bridges, 2009, (2): 6567 .3 LI Yi , XIANG Yi qiang, WANG Jian jiang. Damage Detection and Safety Assessment on Bridge Structure after Fire AccidentJ. China Municipal Engineering, 2006, (5): 2627.4 LIU

37、 Qiwei, WANG Feng, XU Kaishun, CHEN Xiao qiang. Detection Evaluation and Repairing of Fire Damaged BridgeJ. Journal of Highway and Transportation Research and Developmen,t 2005, 22 (2): 7174 .5 XI Yong . Inspection and Evaluation of Fire Damaged BridgesJ.World Bridges, 2007, (4): 62 65.6 SUN Dasong,

38、 MIA0 Changqing, LI Zhijun Examination and Evaluation of a Prestressed Concrete Slab Bridge after FireJ . Municipal Engineering Technology, 2007, 25(3): 246248.7 Zheng Jiguang,W ang Xing,Liu Zhonggu.Analysis of Unforeseen Co nflagration Injury of Prestressed Concret Bridge StructureJ. Northern Commu

39、nieations, 2007, (12): 54 57.對(duì)火災(zāi)后鋼筋混凝土公路橋梁的評(píng)估和修復(fù)摘要 :本文綜述了對(duì)火災(zāi)后鋼筋混凝土公路橋梁的研究進(jìn)展 ,工程實(shí)踐評(píng)估以及修復(fù) ,并在此基礎(chǔ)上指出了現(xiàn)有的評(píng)估方法以及急需解決的問(wèn)題.除此之外 ,還對(duì)火災(zāi)后的公路橋梁的評(píng)估和修復(fù)提出了展望 .關(guān)鍵字 : 火災(zāi)損害；評(píng)估；修復(fù)技術(shù)；鋼筋混凝土結(jié)構(gòu)；橋梁。/、八1. 前言火災(zāi)能夠?qū)蛄航Y(jié)構(gòu)造成重大損害， 并影響公路的正常使用功能。 起因主要 源自車輛交通事故（通常是指油罐車） 造成的火災(zāi)，周邊設(shè)施著火或者其他因素， 都可能使橋梁結(jié)構(gòu)發(fā)生損壞。 盡管許多因素鮮有發(fā)生， 但一旦產(chǎn)生就會(huì)造成橋梁 嚴(yán)重?fù)p壞并帶

40、來(lái)人員傷亡。2008年 6月 2 日， 18跨度的南京長(zhǎng)江大橋發(fā)生了火災(zāi)，火災(zāi)持續(xù)了將近 75 分鐘。伴隨著大火持續(xù)燃燒和最終被撲滅， 橋梁結(jié)構(gòu)承受了急劇的溫差變化， 并 給火災(zāi)影響到的橋段帶來(lái)了嚴(yán)重的損壞。 2007 年 4 月 29 日，一輛油罐車在加 利福尼亞州 80 號(hào)公路與 880號(hào)公路交匯處發(fā)生側(cè)翻，隨后燃油泄漏，大火產(chǎn)生 的強(qiáng)熱削弱了高架橋下不鋼材的強(qiáng)度，最終高約 165英尺高架路橋 I-880 段發(fā)生 倒塌。2004年3月25日，美國(guó)Connecticut州，一輛攜帶燃油的油罐車為了躲開 與另外一輛車的相撞，左右轉(zhuǎn)彎時(shí)發(fā)生傾倒， 8000 加侖的家庭供暖燃油被傾倒 在 Howa

41、rd Avenue 立交橋，隨后漫天火海融化了橋梁結(jié)構(gòu)，導(dǎo)致立交橋南行線 降低了幾英尺。世界各地還有許多未公布的橋梁火災(zāi)事故，都給橋梁造成了不同程度的損 壞，增加了修復(fù)和維護(hù)成本。 雖然火災(zāi)給橋梁結(jié)構(gòu)造成了損害， 但經(jīng)過(guò)適當(dāng)?shù)木S 修和翻新， 一些橋梁仍能繼續(xù)使用。 但在某些情況下， 即使有些橋梁該被拆除重 建，但迫于交通壓力，他們不得不在被維修之后就投入使用。然而，在某些情況 下，橋梁在火災(zāi)中損壞嚴(yán)重， 即使被修復(fù)也無(wú)法正常使用。 有時(shí)橋梁修復(fù)翻新的 費(fèi)用壓倒性地超過(guò)了重建的費(fèi)用， 在這種情況下， 重建是一個(gè)較好的選擇。 因此， 應(yīng)該對(duì)火災(zāi)后橋梁殘余的力學(xué)性能和工作狀態(tài)進(jìn)行深入現(xiàn)場(chǎng)調(diào)查， 做必

42、要的檢測(cè) 分析，以準(zhǔn)確檢測(cè)出結(jié)構(gòu)構(gòu)件的破壞程度，之后來(lái)判定是該修復(fù)被損毀的橋梁， 還是將其拆了重建。 實(shí)際工程的迫切需求， 強(qiáng)調(diào)了很有必要去了解橋梁對(duì)事故發(fā)生的敏感性， 嚴(yán)重性，以及重新審查減災(zāi)戰(zhàn)略， 損害評(píng)定和修復(fù)方法的相關(guān)信息。2. 研究與工程實(shí)踐的進(jìn)展2.1 橋梁結(jié)構(gòu)受火災(zāi)損壞的評(píng)估以及修復(fù)進(jìn)展在世界上許多國(guó)家包括中國(guó) ,大部分的公路橋是鋼筋混凝土結(jié)構(gòu) .實(shí)際當(dāng)中我 們會(huì)直接參照混凝土結(jié)構(gòu)來(lái)對(duì)遭受火災(zāi)之后的橋梁進(jìn)行評(píng)估和修復(fù) ,如此一來(lái) ,到 目前為止 ,國(guó)內(nèi)外的學(xué)者經(jīng)過(guò)做了大量研究 ,這些理論和實(shí)踐正日益成熟 .至于對(duì) 火災(zāi)后的橋梁結(jié)構(gòu)進(jìn)行評(píng)估和修復(fù) ,世界上有兩種主流的評(píng)估流程 .包

43、括美國(guó) , 英國(guó)和日本在內(nèi)的許多國(guó)家都采用了由英國(guó)土木工程協(xié)會(huì)制定的 評(píng)估流程 .參照偏斜的大小 ,損傷深度 ,裂縫寬 ,顏色以及損毀結(jié)構(gòu)承載力的變化 ,評(píng) 估流程將混凝土結(jié)構(gòu)受火災(zāi)損壞程度劃分為四個(gè)等級(jí) ,并采取相應(yīng)措施 （包括拆除 , 安全測(cè)量加固 ,加固受損段 ）對(duì)其進(jìn)行處理 .一般來(lái)說(shuō)，這是一個(gè)定性的流程，而不 單單定量就足夠了。中國(guó)大陸和臺(tái)灣， 現(xiàn)行的評(píng)估和修復(fù)過(guò)程采用如下步驟： 經(jīng)比較這種流程更 詳細(xì)。（1）進(jìn)行現(xiàn)場(chǎng)調(diào)查，測(cè)量。顏色觀察，具體觀測(cè)鋼筋暴露程度，開裂深度 測(cè)量，撓度檢測(cè)以及各種破壞性和非破壞性的測(cè)試方法， 是對(duì)火災(zāi)損壞結(jié)構(gòu)的評(píng) 估依據(jù)。對(duì)火災(zāi)損毀的結(jié)構(gòu)進(jìn)行災(zāi)后力學(xué)性能

44、分析， 并對(duì)火災(zāi)過(guò)程中， 結(jié)構(gòu)所達(dá) 到的最高溫度以及溫度分布進(jìn)行分析。 常用的方法有巖相分析， 超聲波法， 核心 測(cè)試和顏色觀察。（2）依據(jù)火災(zāi)之后工作荷載下的鋼筋和混凝土力學(xué)性能，按照步驟一中火 災(zāi)前后結(jié)構(gòu)所承受的最高溫以及溫度分布分析， 通過(guò)計(jì)算來(lái)確定災(zāi)后結(jié)構(gòu)是否滿 足強(qiáng)度和撓度的要求。 有兩種主流的方法來(lái)判定結(jié)構(gòu)遭受大火損壞之后其工作性 能：FEM法和傳統(tǒng)修復(fù)法。（3）依據(jù)步驟二的結(jié)果統(tǒng)計(jì)和測(cè)試， 采取相應(yīng)的修復(fù)方案以及特定的方法， 來(lái)加固受火災(zāi)損毀的結(jié)構(gòu)。2.2 修復(fù)技術(shù) 修復(fù)火災(zāi)損毀的橋梁，應(yīng)依據(jù)結(jié)構(gòu)損壞的程度和范圍來(lái)采取恰當(dāng)?shù)男迯?fù)方 案。同時(shí)應(yīng)該關(guān)注修復(fù)方法的安全性和經(jīng)濟(jì)型， 盡量避免破壞原有結(jié)構(gòu)， 保留有 價(jià)值的構(gòu)件，減少不必要的拆遷和重建。常規(guī)修復(fù)技術(shù)如下。（1）更換火災(zāi)損壞的混凝土用新混凝土代替火災(zāi)損壞的混凝土， 是最常用的修復(fù)技術(shù)。 如果僅僅是結(jié)構(gòu) 的表面混凝土發(fā)生破壞， 則優(yōu)先采用去除損壞的混凝土， 露出