B. Stipanić, Lazar Pavić, Mehmet Taktak, Ugur Gokhan Eksi, Ercan Kemal Yazkac, Eren Tandogan
{"title":"Highway Bridge over the Sava River at Sremska Raca – Construction","authors":"B. Stipanić, Lazar Pavić, Mehmet Taktak, Ugur Gokhan Eksi, Ercan Kemal Yazkac, Eren Tandogan","doi":"10.2749/istanbul.2023.0521","DOIUrl":null,"url":null,"abstract":"The bridge over Sava River on the highway Kuzmin-Sremska Rača (Serbia) consists of two neighbour bridge structures; each ~15m wide deck with 2 traffic lanes. The main bridge across Sava River, 330m length, having spans 90+150+90m, consists of 2 steel box beams with 5m constant depths. The trapezoidal single-cell box section, with both-sided cantilevers, has upper flange consisting orthotropic plate. The bridge length, with approach concrete structures, amounts 1321m. The piers are common for both bridge structures. Two cofferdam structures based on tubular steel piles sheeting, with lean concrete bottom, were executed for construction of river piers in dry condition, after previously performed pile foundation. River piers were built by Korfez Deniz. Entire bridge steel structure (5500t) was fabricated in Doka Endustri factory in Turkiye. Two box beams were divided in 23 blocks each, consisting of 7 segments per block. After trial assembly, blocks dissembled in segments were transported by long trucks from factory to construction site. The 15m length 21 blocks (100-174t weight) & 7,5m length 2 blocks were assembled at site. Afterwards, the blocks linked together by welding on the concrete platform, were protected for corrosion protection and prepared for incremental launching. The 13 stages of incremental launching, successfully applied by Metalyapi, were performed by strand jack pulling system sliding over teflon bearings on platform and piers. Main steel bridge structure was fabricated, transported, assembled and erected in 13 months. Tasyapi was the main contractor.","PeriodicalId":237396,"journal":{"name":"IABSE Symposium, Istanbul 2023: Long Span Bridges","volume":"72 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"IABSE Symposium, Istanbul 2023: Long Span Bridges","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2749/istanbul.2023.0521","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The bridge over Sava River on the highway Kuzmin-Sremska Rača (Serbia) consists of two neighbour bridge structures; each ~15m wide deck with 2 traffic lanes. The main bridge across Sava River, 330m length, having spans 90+150+90m, consists of 2 steel box beams with 5m constant depths. The trapezoidal single-cell box section, with both-sided cantilevers, has upper flange consisting orthotropic plate. The bridge length, with approach concrete structures, amounts 1321m. The piers are common for both bridge structures. Two cofferdam structures based on tubular steel piles sheeting, with lean concrete bottom, were executed for construction of river piers in dry condition, after previously performed pile foundation. River piers were built by Korfez Deniz. Entire bridge steel structure (5500t) was fabricated in Doka Endustri factory in Turkiye. Two box beams were divided in 23 blocks each, consisting of 7 segments per block. After trial assembly, blocks dissembled in segments were transported by long trucks from factory to construction site. The 15m length 21 blocks (100-174t weight) & 7,5m length 2 blocks were assembled at site. Afterwards, the blocks linked together by welding on the concrete platform, were protected for corrosion protection and prepared for incremental launching. The 13 stages of incremental launching, successfully applied by Metalyapi, were performed by strand jack pulling system sliding over teflon bearings on platform and piers. Main steel bridge structure was fabricated, transported, assembled and erected in 13 months. Tasyapi was the main contractor.
Kuzmin-Sremska ra a(塞尔维亚)高速公路上萨瓦河上的桥梁由两座相邻的桥梁结构组成;每个甲板宽约15米,有2条车道。横跨萨瓦河的主桥全长330米,跨度90+150+90米,由2根5米定深的钢箱梁组成。梯形单细胞箱形截面,两侧悬臂,上法兰组成正交各向异性板。桥长1321m,采用近似混凝土结构。桥墩在两种桥梁结构中都是通用的。在先前进行了桩基础后,在干条件下进行了两个基于钢管桩板的贫混凝土底围堰结构的施工。河上的码头是Korfez Deniz建造的。整个桥梁钢结构(5500t)在土耳其的Doka Endustri工厂制造。两个箱梁被分成23个块,每个块由7段组成。试装后,分段拆卸的砌块由长卡车从工厂运送到施工现场。15米长的21块(100-174吨重量)和7.5米长的2块在现场组装。之后,将砌块焊接在混凝土平台上,进行防腐保护,并为增量发射做好准备。Metalyapi公司成功应用了13个阶段的增量发射,通过在平台和桥墩上的特氟龙轴承上滑动的绞线千斤顶牵引系统完成。主桥钢结构制作、运输、组装、搭建耗时13个月。Tasyapi是主要的承包商。