|Table of Contents|

Trial design of concrete arch bridge with UHPC butterfly web(PDF)

长安大学学报（自然科学版）[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2025年2期
Page:
75-84
Research Field:
桥梁与隧道工程
Publishing date:

Info

Title:
Trial design of concrete arch bridge with UHPC butterfly web
Author(s):
LIU Jun-ping1;  XIE Yun-peng1;  XIONG Shi-wei2;  WANG Dao-lin1;  CHEN Bao-chun1
(1. College of Civil Engineering, Fuzhou University, Fuzhou 350108, Fujian, China; 2. Jiangxi Transportation Institute Co. Ltd., Nanchang 330200, Jiangxi, China)
Keywords:
bridge engineering;  concrete arch bridge;  finite element;  trial design;  UHPC butterfly web;  cable-stayed cantilever construction
PACS:
U448.22
DOI:
10.19721/j.cnki.1671-8879.2025.02.007
Abstract:
Combined with the mechanical behaviors of concrete arch ring web and the material properties of ultra-high performance concrete(UHPC), the prefabricated assembly UHPC butterfly web was proposed to replace the cast-in-place concrete web. Subsequently, a new type of concrete arch structure with UHPC butterfly web was developed to reduce the self-weight and construction difficulties. The Wumengshan Bridge with a span of 270 m was taken as the prototype, the UHPC butterfly web was used to replace the steel truss web of the original steel truss-concrete composite arch ring, then a trial design was carried out for this new type of concrete arch bridge. The research results show that in the construction process, the stresses in the arch ring at the maximum cantilever stage and the completion of cast-in-place of the middle box top and bottom plates are within allowable limits, and the first-order elastic overall stability coefficients are 12.02 and4.12, respectively. The strength, overall strength-stability, and deformation verifications of the arch ring all meet the requirements of specifications. Compared with the steel truss-concrete composite arch ring, the weight increased by UHPC is similar to that reduced by steel, and the self-weight of the trial design arch ring only increases by 5%. However, the material cost reduces by 21%. Additionally, the out-of-plane bending stiffnesses of arch foot and vault sections in the trial design arch ring increase by 25% and 32%, respectively, and axial forces of critical sections only increase by 3.8%-6.2%. Due to the optimization on the arch axis coefficient, the bending moments of arch foot and vault sections reduce at most by 37.0% and 22.5%, respectively. Compared with the prototype bridge, the natural vibration frequency of the trial design arch bridge is larger with the maximum increment of only 8.5%, which has little effect on the dynamic characteristics of the arch bridge. In summary, the research results have good theoretical significance and practical application values for promoting the technical progress of concrete arch bridges.7 tabs, 11 figs, 28 refs.

References:

[1] 郑皆连,王建军,牟廷敏,等.700 m级钢管混凝土拱桥设计与建造可行性研究[J].中国工程科学,2014,16(8):33-37.
ZHENG Jie-lian,WANG Jian-jun,MOU Ting-min,et al.Feasibility study on design and construction of concrete filled steel tubular arch bridge with a span of 700 m[J].Strategic Study of CAE,2014,16(8):33-37.
[2]陈宝春,黄卿维.600 m跨径混凝土拱桥的试设计研究[J].中外公路,2006(1):80-82.
CHEN Bao-chun,HUANG Qing-wei.Research on trial design of 600 m span concrete arch bridge[J].Journal of China and Foreign Highway,2006(1):80-82.
[3]陈宝春.拱桥技术的回顾与展望[J].福州大学学报(自然科学版),2009,37(1):94-106.
CHEN Bao-chun.View and review of arch bridge technology[J].Journal of Fuzhou University(Natural Science Edition),2009,37(1):94-106.
[4]AVOR Z,BLEIZIFFER J.Long span concrete arch bridges of Europe[C]//RADIC J,CHEN B C.Proceedings of the 1st Chinese-Croatian Joint Colloquium on Long Arch Bridges.Zagreb:SECONHDGK,2008:171-180.
[5]WEI J G,CHEN B C,WANG T L.Studies of in-plane ultimate loads of the steel truss web-RC composite arch[J].Journal of Bridge Engineering,2014,19(5):04014006.
[6]刘君平,胡治华,罗 霞,等.钢腹杆-劲性骨架混凝土弦杆组合拱节点受力性能试验[J].中国公路学报,2017,30(2):69-76.
LIU Jun-ping,HU Zhi-hua,LUO Xia,et al.Test on mechanical performance of connections in steel brace-steel reinforced concrete(SRC)chord composite truss arch[J].China Journal of Highway and Transport,2017,30(2):69-76.
[7]韦建刚,缪 锋,陈宝春,等.钢腹杆混凝土拱桥地震响应分析[C]//房贞政.第四届全国防震减灾工程学术研讨会论文集.北京:中国建筑工业出版社,2009:405-413.
WEI Jian-gang,MIAO Feng,CHEN Bao-chun,et al.Seismic response analysis of concrete arch bridge with steel truss webs[C]//FANG Zhen-zheng.Proceedings of the 4th National Symposium on Earthquake Prevention and Disaster Reduction Engineering.Beijing:China Architecture and Building Press,2009:405-413.
[8]吴明军.420 m跨径SRC-钢腹杆组合拱试设计研究[D].福州:福州大学,2010.
WU Ming-jun.Trial-design research on 420 m combination arch bridge with SRC-steel web members[D].Fuzhou:Fuzhou University,2010.
[9]韦建刚,黄卿维,陈宝春.波形钢腹板-混凝土组合箱拱面内受力全过程试验研究[J].工程力学,2011,28(5):90-96,104.
WEI Jian-gang,HUANG Qing-wei,CHEN Bao-chun.Experimental research on in-plane behaviors of box arch with corrugated steel webs and concrete flanges[J].Engineering Mechanics,2011,28(5):90-96,104.
[10]熊世伟.UHPC蝶形腹板-混凝土组合拱试设计研究[D].福州:福州大学,2023.
XIONG Shi-wei.Trial-design research on concrete arch with UHPC butterfly webs[D].Fuzhou:Fuzhou University,2023.
[11]徐港宗.钢桁腹杆-混凝土组合拱受力性能研究[D].福州:福州大学,2023.
XU Gang-zong.Research on mechanical performance of steel truss web-concrete composite arch[D].Fuzhou:Fuzhou University,2023.
[12]赵 煜,洪路加,周勇军.基于钢束应力测试的预应力混凝土箱梁承载力评估方法[J].长安大学学报(自然科学版),2019,39(1):61-69.
ZHAO Yu,HONG Lu-jia,ZHOU Yong-jun.Bearing capacity assessment method for PC box girder by testing stress of tendon[J].Journal of Chang'an University(Natural Science Edition),2019,39(l):61-69.
[13]KAMINAGA Y,ASHIZUKA K,TAKAHASHI A,et al.Design and construction of butterfly web bridge—Akutagawa Bridge[C]//CLAISSE P,GANJIAN E,NAIK T.Proceedings of IABSE Conference Nara.Zurich:IABSE,2015:1-7.
[14]KASUGA A.Effects of butterfly web design on bridge construction[J].Structural Concrete,2017,18(1):128-142.
[15]SHIBATA T,KATA K,KASUGA A,et al.Sustainability evaluation of butterfly web bridge[J].Structural Concrete,2018,19(2):422-439.
[16]KASUGA A.Evolution of bridge construction in Japan[C]//ILKI A,CAVUNT D.Proceedings of the International Workshop on Advanced Materials and Innovative Systems in Structural Engineering:Seismic Practices.Istanbul:Istanbul Technical University,2018:41-57.
[17]刘海燕.日本德岛高速别埜谷桥[J].世界桥梁,2021,49(6):122.
LIU Hai-yan.Japan Tokushima High-Speed Bessodani Bridge[J].World Bridges,2021,49(6):122.
[18]刘海燕.日本新东名高速公路中津川大桥[J].世界桥梁,2022,50(3):125-126.
LIU Hai-yan.Japan Shin-Tomei Expressway Nakatsugawa Bridge[J].World Bridges,2022,50(3):125-126.
[19]黄睿奕,KAMINAGA K,ASHIZUKA K,等.一种新型桥梁结构——镂空蝴蝶形腹板桥梁的设计和施工[J].中外公路,2017,37(3):149-151.
HUANG Rui-yi,KAMINAGA Y,ASHIZUKA K,et al.Design and construction of a new type of bridge structure,the skeletonized butterfly web bridge[J].Journal of China and Foreign Highway,2017,37(3):149-151.
[20]焦广如,陈建兵,张云飞.蝶形腹板混凝土箱梁的变形计算研究[J].建筑结构,2023,53(24):68-73.
JIAO Guang-ru,CHEN Jian-bing,ZHANG Yun-fei.Deformation calculation research of concrete box girder with butterfly web[J].Building Structure,2023,53(24):68-73.
[21]李会驰,孙耀宗,徐 麟.预制蝶形腹板的抗剪性能与桥梁应用研究[J].公路,2021,66(10):104-112.
LI Hui-chi,SUN Yao-zong,XU Lin.Research on shear performance and construction technology of butterfly web bridge[J].Highway,2021,66(10):104-112.
[22]朱子昊.混凝土箱梁蝶形腹板剪切性能研究[D].苏州:苏州科技大学,2021.
ZHU Zi-hao.Study on shear behavior of butterfly web in concrete box girder[D].Suzhou:Suzhou University of Science and Technology,2021.
[23]朱子昊,陈建兵,焦广如.蝶形腹板剪切变形计算与分析[J].苏州科技大学学报(工程技术版),2021,34(2):39-43.
ZHU Zi-hao,CHEN Jian-bing,JIAO Guang-ru.Calculation and analysis of shear deformation of butterfly webs[J].Journal of Suzhou University of Science and Technology(Engineering and Technology),2021,34(2):39-43.
[24]张云飞,陈建兵,李 响,等.基于有效宽度的蝶形腹板箱梁抗弯承载力[J].科学技术与工程,2023,23(19):8341-8349.
ZHANG Yun-fei,CHEN Jian-bing,Li Xiang,et al.Flexural load carrying capacity of butterfly web box girder based on effective width[J].Science Technology and Engineering,2023,23(19):8341-8349.
[25]JTG D60—2015,公路桥涵设计通用规范[S].
JTG D60—2015,General specifications for design of highway bridges and culverts[S].
[26]JTG D61—2005,公路圬工桥涵设计规范[S].
JTG D61—2005,Code for design of highway masonry bridges and culverts[S].
[27]童加明,邓年春,林春姣,等.600 m级劲性骨架拱桥外包混凝土浇筑方案[J].桂林理工大学学报,2021,41(4):791-796.
TONG Jia-ming,DENG Nian-chun,LIN Chun-jiao,et al.Outercovered concrete construction scheme of 600 m concrete arch bridge with stiff skeleton[J].Journal of Guilin University of Technology,2021,41(4):791-796.
[28]李 杰.600 m特大跨径钢筋混凝土拱桥抗震性能研究[D].重庆:重庆交通大学,2015.
LI Jie.Study on seismic response of 600 m super-span reinforced concrete arch bridge[D].Chongqing:Chongqing Jiaotong University,2015.

Memo

Memo:
-
Last Update: 2025-04-01