无伸缩缝桥梁的研究与实践
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摘要
无伸缩缝桥梁是桥梁设计理念的一种创新,符合全寿命周期内对桥梁耐久性和可持续性的要求。其优越的使用性能和零维护的设计目标使其在很多国家得到广泛的应用和推广。文中综述了迄今为止国内外无伸缩缝桥梁的结构形式以及理论研究和实践的进展,分析讨论了建造整体式桥台桥梁存在的问题,并展望了今后的研究方向。
Jointless bridge is an innovation in the concept of bridge design.It accommodates the requirement of durability and sustainability in the full life-cycle of bridges.Nowadays,jointless bridges are used widely in the world because of its excellent behaviour and maintainless.The structure style,research and practice of jointless bridges are reviewed and summarized.Meanwhile,the existing major problems and the topics for futher research are pointed out.
Jointless bridge is an innovation in the concept of bridge design.It accommodates the requirement of durability and sustainability in the full life-cycle of bridges.Nowadays,jointless bridges are used widely in the world because of its excellent behaviour and maintainless.The structure style,research and practice of jointless bridges are reviewed and summarized.Meanwhile,the existing major problems and the topics for futher research are pointed out.
引文
[1]李扬海,程潮洋,鲍卫刚,等.公路桥梁伸缩装置[M].北京:人民交通出版社,1997.
[2]W asserm an E P.R ecord L ength Jo in tless B ridge[J].Portland cem en t assoc iation eng ineered concrete struc-tures,1999,12(2).
[3]W asserm an E P,W a lker JH.In tegra lA bu tm en ts forS tee l B ridges[a].Am erican Iron and S tee l Institu te,H ighw ay S tructures D es ign H andbook[M],U.S.A.,1996.
[4]Zuk W.Jo in tless B ridges[R].V irg in ia H ighw ay andT ransportation R esearch Counc il,Charlottesv ille,1981.
[5]王国鼎.无桥台斜腿刚架桥——适用、经济、美观的新桥型[J].公路,2000,(3).
[6]C am pbe ll T I.A long Curved Post-tens ioned ConcreteB ridge w ithou t Expans ion Jo in ts[J].C an.J.C iv.Eng.,1975,(2).
[7]Burdette E G,How ard S C,Ingram E E.B ehav ior ofP ile Supported In tegra l A bu tm en ts[A].T he 2005-FHW A Con ference“In tegra l A bu tm en t and Jo in tlessB ridges(IA JB 2005)”[C],2005.
[8]N g C W W,Springm an S M.,N orrish A R M.C en-trifuge M ode ling of Spread-B ase In tegra l B ridgesA bu tm en ts[J].Journa l of G eotechn ica l and G eoenv-ironm en ta l Eng ineering,A SCE,1998,124(5).
[9]Shekar V,A luri S,G angaR ao V S H.In tegra l A bu t-m en t B ridges w ith FRP D ecks-C ase S tud ies[A].T he2005-FHW A Con ference“In tegra l A bu tm en t andJo in tless B ridges(IA JB 2005)”[C],2005.
[10]M aruri R F,Petro S H.In tegra l A bu tm en ts andJo in tless B ridges(IA JB)2004 Survey Summ ary[A].T he 2005-FHW A Con ference“In tegra l A bu tm en tand Jo in tless B ridges(IA JB 2005)”[C],2005.
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[13]王伯惠.取消桥梁伸缩缝作法的新发展[A].1991年桥梁学术讨论会论文集[C].
[14]K erokosk i O,L aaksonen A.So il-S tructure In terac-tion of Jo in tless B ridges[A].T he 2005-FHW A Con-ference“In tegra l A bu tm en t and Jo in tless B ridges(I-A JB 2005)”[C],2005.
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[17]金晓勤,邵旭东.整体式无缝桥梁的研究与应用[J].重庆交通学院学报,2002,21(3).
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[28]B arker R M,Duncan J M K,R o jian i K B,O o i P SK,K im S G.M anua ls for the des ign of bridge foun-dation[S].NCHRP R ep.343,T ransportation R e-search Board,N ationa l R esearch Counc il,W ash ing-ton D.C.,D ec.1991.
[29]F ang H Y(Ed itor).Foundation Eng ineering H and-book(2nd Ed ition)[S].V an N ostrand R e inho ld,N ew Y ork,1991.
[30]H e lm u t E rnst.G eotechn ica l A spects of theM assH ighw ay G u ide lines for In tegra l A bu tm en tB ridges[A].D es ign of In tegra l A bu tm en t B ridges,BSCE/A SCE G eotechn ica l and S tructura l G roupsSem inar[C].B en tley Co llege,W a ltham,M as-sachusetts,M ay 1999.
[31]Edw ard J Hoppe.F ie ld S tudy of In tegra l B ackw a llw ith E lastic Inclus ion[A].T he 2005-FHW A Con fer-ence“In tegra l A bu tm en t and Jo in tless B ridges(IA-JB 2005)”[C],2005.
[32]R oeder C W,M oorty S.T herm a l M ovem en ts inB ridges[R].T ransportation R esearch R ecord,N o.1290,1990.
[33]M ou lton L K.O bservations of H ighw ay B ridgeM ovem en ts and T he ir E ffects on Jo in ts and B earing[R].T ransportation R esearch R ecord,N o.903,1983.
[34]H am b ly E C.In tegra l B ridge[A].P roceed ing of In-stitu tion C iv il Eng ineering T ransportation[C],F eb.1997.
[35]Burke M P Jr.In tegra l B ridges[R].T ransportationR esearch R ecord,N o.1275,1990.
[36]K am e lM R,B enak J V,T adros M K,M ostafa J.P restressed Concrete P iles in Jo in tless B ridges[J].PC I Journa l,1996,41(2).
[37]G irton D D,H aw k inson T R,G re im ann L F.V a li-dation of D es ign R ecomm endation for In tegra l A bu t-m en t P iles[J].S tructura l Eng ineering,1991,117(7).
[38]A bendtroth R E,G re im ann L F,Ebner P B.A bu t-m en t p ile des ign for jo in tless bridges[J].Journa l ofS tructure Eng ineering,A SCE,1989,115(11).
[39]G re im ann L F,W o lde-T inase A M.D es ign M ode lfor P iles in Jo in tless B ridges[J].Journa l of S truc-tura l Eng ineering,A SCE,1988,114(6).
[40]Jorgenson JL.B ehav ior of A bu tm en t P iles in an In-tegra l A bu tm en t in R esponse to B ridge M ovem en ts[R].T ransportation R esearch R ecord,N o.903,1983.
[41]G re im ann L F,Pe-Shen Y ang,W o lde-T inase;A M.N on linear A na lys is of In tegra l A bu tm en t B ridges[J].Journa l of S tructura l Eng ineering,A SCE,1986,112(10).
[42]C rouse C B,Hushm and B,M artin G R.D ynam icso il-structure in teraction of a s ing le-span bridge[J].E arthquake Eng ineering S tructure D ynam ic,1987,(15).
[43]W ilson J C.S tiffness of non-skew m ono lith ic bridgeabu tm en ts for se ism ic ana lys is[J].E arthquake Eng i-neering S tructure D ynam ic,1988,(16).
[44]K aran tz ik is M,Spyrakos C C.Se ism ic ana lys is ofbridges includ ing so il-abu tm en t in teraction[A].P ro-ceed ings of the 12th W orld Congress on E arthquakeEng ineering[C].Paper N o.2471,N ew Zea land,2000.
[45]Loann id is S C.Se ism ic behav ior of a post-tes ionedin tegra l bridg includ ing so il-structure in teraction(SS I)[J].So il D ynam ic and E arthquake Eng ineer-ing.2003,(23).
[46]M y lonak is G,Papastam ation D,P sycharis J,M ah-m oud K.S im p lified m ode ling of bridge response onsoft so il to nonun iform se ism ic exc itation[J].Journa lof B ridge Eng ineering,A SCE,2001,6(6).
[47]G oe l R K.E arthquake characteristics of bridges w ithin tegra l abu tm en ts[J].Journa l of S tructure Eng i-neering,A SCE,1997,123(11).
[48]马竞.整体式全无缝桥梁研究与实践[D].湖南大学硕士学位论文,2002.
[49]王天利.半整体式桥台无缝桥梁研究[D].长安大学硕士学位论文,2003.
[50]洪锦祥,彭大文.桩基础的整体式桥台桥梁受力性能研究[J].中国公路学报,2002,15(4).
[51]林志平,彭大文.引道板对无伸缩缝桥梁的受力性能研究[J].工程力学增刊,2004,(10).
[52]彭大文,陈晓冬,袁燕.整体式桥台桥梁台后土压力的季节性变化研究[J].岩土工程学报,2003,25(1).
[53]洪锦祥,彭大文,汪新惠.整体式桥台桥梁的台后被动土压力研究[J].福州大学学报(自然科学版),2003,31(6).
[54]彭大文,陈朝慰,洪锦祥.整体式桥台桥梁的桥台结点受力性能研究[J].中国公路学报,2005,18(1).
[55]彭大文,汪新惠,洪锦祥.无伸缩缝桥梁的动力特性研究[J].地震工程与工程振动,2003,23(4).
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[60]洪锦祥.整体式桥台桥梁的简化计算模型和受力性能研究[D].福州大学博士学位论文,2005.
[2]W asserm an E P.R ecord L ength Jo in tless B ridge[J].Portland cem en t assoc iation eng ineered concrete struc-tures,1999,12(2).
[3]W asserm an E P,W a lker JH.In tegra lA bu tm en ts forS tee l B ridges[a].Am erican Iron and S tee l Institu te,H ighw ay S tructures D es ign H andbook[M],U.S.A.,1996.
[4]Zuk W.Jo in tless B ridges[R].V irg in ia H ighw ay andT ransportation R esearch Counc il,Charlottesv ille,1981.
[5]王国鼎.无桥台斜腿刚架桥——适用、经济、美观的新桥型[J].公路,2000,(3).
[6]C am pbe ll T I.A long Curved Post-tens ioned ConcreteB ridge w ithou t Expans ion Jo in ts[J].C an.J.C iv.Eng.,1975,(2).
[7]Burdette E G,How ard S C,Ingram E E.B ehav ior ofP ile Supported In tegra l A bu tm en ts[A].T he 2005-FHW A Con ference“In tegra l A bu tm en t and Jo in tlessB ridges(IA JB 2005)”[C],2005.
[8]N g C W W,Springm an S M.,N orrish A R M.C en-trifuge M ode ling of Spread-B ase In tegra l B ridgesA bu tm en ts[J].Journa l of G eotechn ica l and G eoenv-ironm en ta l Eng ineering,A SCE,1998,124(5).
[9]Shekar V,A luri S,G angaR ao V S H.In tegra l A bu t-m en t B ridges w ith FRP D ecks-C ase S tud ies[A].T he2005-FHW A Con ference“In tegra l A bu tm en t andJo in tless B ridges(IA JB 2005)”[C],2005.
[10]M aruri R F,Petro S H.In tegra l A bu tm en ts andJo in tless B ridges(IA JB)2004 Survey Summ ary[A].T he 2005-FHW A Con ference“In tegra l A bu tm en tand Jo in tless B ridges(IA JB 2005)”[C],2005.
[11]辛济平,等译.美国公路桥梁设计规范-荷载与抗力系数设计法[M].北京:人民交通出版社,1998.
[12]道路保全技术セタン一.既设桥梁のノ一ツョィント工法の设计施工引き(案).平成7年1月.
[13]王伯惠.取消桥梁伸缩缝作法的新发展[A].1991年桥梁学术讨论会论文集[C].
[14]K erokosk i O,L aaksonen A.So il-S tructure In terac-tion of Jo in tless B ridges[A].T he 2005-FHW A Con-ference“In tegra l A bu tm en t and Jo in tless B ridges(I-A JB 2005)”[C],2005.
[15]Lovea ll C L.Jo in tless bridge decks.C iv il eng ineer-ing,A SCE,1985,(11).
[16]张亮,宁夏元.设置小边跨的无缝连续梁桥设计[J].中南公路工程,1998,23(2).
[17]金晓勤,邵旭东.整体式无缝桥梁的研究与应用[J].重庆交通学院学报,2002,21(3).
[18]马竞,金晓勤.我国第一座整体式全无缝桥梁-广东清远四九桥的设计思路[J].中南公路工程,2002,27(2).
[19]金晓勤.新型无缝桥梁研究与应用[D].湖南大学硕士学位论文,2000.
[20]张新旺.半整体式桥台无缝桥的结构分析及其应用研究[D].大连理工大学硕士学位论文,2002.
[21]彭大文,等.无伸缩缝桥梁的动力特性计算与试验研究[J].地震工程与工程振动,2005,(2).
[22]H am b ly E C,N icho lson B A.P restressed beam in te-gra l bridges[J].T he S truct.Engr.,London,1990,68(23).
[23]H ayw ard A.Con tinuous and jo in tless stee l bridges[J].T ransp.R es.L ab.R ec.19,C row thorne,U.K.,1992.
[24]Burke M P Jr.T he D es ign of In tegra l ConcreteB ridges[J].Concrete In ternationa l,1993,(15).
[25]Husa in I,B agnario l D.In tegra l abu tm en t bridges[R].R ep.SO-96-01,O n tario M in istry of T rans-portation,S t.C atharines,O n t.,C anada,1996.
[26]Susan F ara ji,John M T ing,D an ie l S C rovo,H e lm u tE rnst.N on linear A na lys is of In tegra l B ridges:F i-n ite-E lem en tM ode l[J].Journa l of G eotechn ica l andG eoenv iorm en ta l Eng ineering,A SCE,2001,127(5).
[27]Susan F ara ji.B ehav ior of In tegra lA bu tm en t B ridgesin M assachusetts[R].R eport to the M assachusettsH ighw ay D epartm en t,U n ivers ity of M assachusettsT ransportation C en ter,1996.
[28]B arker R M,Duncan J M K,R o jian i K B,O o i P SK,K im S G.M anua ls for the des ign of bridge foun-dation[S].NCHRP R ep.343,T ransportation R e-search Board,N ationa l R esearch Counc il,W ash ing-ton D.C.,D ec.1991.
[29]F ang H Y(Ed itor).Foundation Eng ineering H and-book(2nd Ed ition)[S].V an N ostrand R e inho ld,N ew Y ork,1991.
[30]H e lm u t E rnst.G eotechn ica l A spects of theM assH ighw ay G u ide lines for In tegra l A bu tm en tB ridges[A].D es ign of In tegra l A bu tm en t B ridges,BSCE/A SCE G eotechn ica l and S tructura l G roupsSem inar[C].B en tley Co llege,W a ltham,M as-sachusetts,M ay 1999.
[31]Edw ard J Hoppe.F ie ld S tudy of In tegra l B ackw a llw ith E lastic Inclus ion[A].T he 2005-FHW A Con fer-ence“In tegra l A bu tm en t and Jo in tless B ridges(IA-JB 2005)”[C],2005.
[32]R oeder C W,M oorty S.T herm a l M ovem en ts inB ridges[R].T ransportation R esearch R ecord,N o.1290,1990.
[33]M ou lton L K.O bservations of H ighw ay B ridgeM ovem en ts and T he ir E ffects on Jo in ts and B earing[R].T ransportation R esearch R ecord,N o.903,1983.
[34]H am b ly E C.In tegra l B ridge[A].P roceed ing of In-stitu tion C iv il Eng ineering T ransportation[C],F eb.1997.
[35]Burke M P Jr.In tegra l B ridges[R].T ransportationR esearch R ecord,N o.1275,1990.
[36]K am e lM R,B enak J V,T adros M K,M ostafa J.P restressed Concrete P iles in Jo in tless B ridges[J].PC I Journa l,1996,41(2).
[37]G irton D D,H aw k inson T R,G re im ann L F.V a li-dation of D es ign R ecomm endation for In tegra l A bu t-m en t P iles[J].S tructura l Eng ineering,1991,117(7).
[38]A bendtroth R E,G re im ann L F,Ebner P B.A bu t-m en t p ile des ign for jo in tless bridges[J].Journa l ofS tructure Eng ineering,A SCE,1989,115(11).
[39]G re im ann L F,W o lde-T inase A M.D es ign M ode lfor P iles in Jo in tless B ridges[J].Journa l of S truc-tura l Eng ineering,A SCE,1988,114(6).
[40]Jorgenson JL.B ehav ior of A bu tm en t P iles in an In-tegra l A bu tm en t in R esponse to B ridge M ovem en ts[R].T ransportation R esearch R ecord,N o.903,1983.
[41]G re im ann L F,Pe-Shen Y ang,W o lde-T inase;A M.N on linear A na lys is of In tegra l A bu tm en t B ridges[J].Journa l of S tructura l Eng ineering,A SCE,1986,112(10).
[42]C rouse C B,Hushm and B,M artin G R.D ynam icso il-structure in teraction of a s ing le-span bridge[J].E arthquake Eng ineering S tructure D ynam ic,1987,(15).
[43]W ilson J C.S tiffness of non-skew m ono lith ic bridgeabu tm en ts for se ism ic ana lys is[J].E arthquake Eng i-neering S tructure D ynam ic,1988,(16).
[44]K aran tz ik is M,Spyrakos C C.Se ism ic ana lys is ofbridges includ ing so il-abu tm en t in teraction[A].P ro-ceed ings of the 12th W orld Congress on E arthquakeEng ineering[C].Paper N o.2471,N ew Zea land,2000.
[45]Loann id is S C.Se ism ic behav ior of a post-tes ionedin tegra l bridg includ ing so il-structure in teraction(SS I)[J].So il D ynam ic and E arthquake Eng ineer-ing.2003,(23).
[46]M y lonak is G,Papastam ation D,P sycharis J,M ah-m oud K.S im p lified m ode ling of bridge response onsoft so il to nonun iform se ism ic exc itation[J].Journa lof B ridge Eng ineering,A SCE,2001,6(6).
[47]G oe l R K.E arthquake characteristics of bridges w ithin tegra l abu tm en ts[J].Journa l of S tructure Eng i-neering,A SCE,1997,123(11).
[48]马竞.整体式全无缝桥梁研究与实践[D].湖南大学硕士学位论文,2002.
[49]王天利.半整体式桥台无缝桥梁研究[D].长安大学硕士学位论文,2003.
[50]洪锦祥,彭大文.桩基础的整体式桥台桥梁受力性能研究[J].中国公路学报,2002,15(4).
[51]林志平,彭大文.引道板对无伸缩缝桥梁的受力性能研究[J].工程力学增刊,2004,(10).
[52]彭大文,陈晓冬,袁燕.整体式桥台桥梁台后土压力的季节性变化研究[J].岩土工程学报,2003,25(1).
[53]洪锦祥,彭大文,汪新惠.整体式桥台桥梁的台后被动土压力研究[J].福州大学学报(自然科学版),2003,31(6).
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