1、长安大学毕业设计（论文） 1 Long and light Bridge design & engineering Closure of the main span on the SundoyaBridge in Norway is expected to take place in the first week after Easter. This graceful crossing, the second longest of its type in the world, is being built in situ using high performance concrete Sund
2、oyaBridge is situated in one of Norways most scenic areas, only 100km south of the Arctic Circle. The 538m-long bridge spans Sundet, and when it is complete will provide a ferry-free road connection between Sundoya and the mainland. It is located some 35km west of the city of Mosjoen, close to highw
3、ay 78 between Mosjoen and Sandnessjoen. It will be the second large bridge project connecting Alstenoya to the mainland, coming more than 12 years after the HelgelandBridge was opened. The region is no stranger to world-record scale bridges ?the Helgeland Bridges 425m long main span was the longest
4、cable-stayed span in the world when it opened in 1992. SundoyaBridge is divided into three spans； it has a main span of 298m and two side spans of 120m. The main span will be the second longest span in the world for a continuous post-tensioned cast in place box section concrete bridge. In terms of i
5、ts design, consultant DrIngAas-Jakobsen has followed a similar approach to that taken for the RaftsundetBridge, opened in 1998, to which the SundoyaBridge will almost be a twin. The two bridges have identical main spans, but Raftsundet has four spans as opposed to Sundoyas three. Contractor AS Anleg
6、g, which is part of the joint venture building Sundoya, was also the contractor on the RaftsundetBridge, and architect BoarchArkitekter has also worked on the two schemes. In January 2001 the joint venture company AF Sundoybrua won the contract from client StatensVegvesen to build the SundoyaBridge.
7、 This joint venture consisted of the contractors ReinertsenAnlegg and NCC Construction. High performance concrete is central to the design of the bridge ?both normal weight HPC and lightweight HPC. Normal weight concrete, at approximately 2500kg/m3, is used for the 120m side spans, while lightweight
8、 concrete, which weighs in at about 1970kg/m3, is used for construction of the 298m main span. This enables construction to proceed using the balanced cantilever method. Local rock from Norway is used as the aggregate for the normal weight concrete, but the lightweight concrete required an imported
9、solution. Normally the aggregate used for lightweight concrete in Europe is expanded clay or shale, but this material has high levels of absorption and for this reason, regulations prevent such concrete from being pumped. 长安大学毕业设计（论文） 2 In order to address this, the contractor adopted a similar solu
10、tion to that used on RaftsundetBridge ?importing Stalite aggregate from South Carolina in the USA. Stalite is produced through thermal expansion of high quality slate, and results in a lightweight aggregate that gives concrete of very high strength at low unit weights. Its low absorption of approxim
11、ately 6% and high particle strength are two of the factors that allow Stalite to achieve high strength concrete in excess of 82.7MPa, the manufacturer says. The bondand compatibility of the aggregate with cement paste reduce micro-cracking and enhance durability, and its low absorption makes it easy
12、 to mix and pump. According to AF Sundoybrua quality manager Jan-EirikNilsskog, this material has given a very good result. It produces concrete that is easy to pour into the formwork and it gives a good surface finish, he says. It is being pumped some 120m along the bridge deck to the concreting po
13、sition. Concrete is produced by a transportable mobile plant located only 1km from the bridge site. Constant monitoring of the concrete weight is necessary to ensure that the cantilevers are properly balanced. This is tested for each pour. The project began in January 2001 at Aker Verdal with the pr
14、oduction of caissons for the pier bases. In May 2001 the two caissons were towed 500km north to the bridge site. The bridge is being poured in situ using special mobile construction equipment developed by NRS. The cycle for construction of each 5m wide bridge segment is a week, and two mobile units
15、are being used on the SundoyaBridge. These particular units were built for AS Anlegg to use on the VaroddenBridge in Kristiansand in Norway, and they have also been used by the same contractor on the RafsundetBridge. The design of the central part of the main span of the bridge is based on the use o
16、f lightweight concrete LC60 while other parts of the structure use the more standard type C65. Because of the aggressive marine environment, the quality of the concrete must be particularly good. The structure is a single cell, prestressed rectangular box girder, largely built using the travelling f
17、ormwork system from NRS. The box width is 7m and its depth varies from 3m at the centre of the span to 14.5m over the piers. Close to the abutments, concrete of quality C25 will be used inside the box girder as ballast. In addition, the designers have included the necessary elements inside the box g
18、irder in order to allow the possible addition of post-tensioning cables in the future. The long-term behaviour of such large spans is not fully known, so the possibility that the main span may sag over time has to be taken into account. The width of the road is a constant 7.5m from the barrier on on
19、e side to that on the other, and the total width of the bridge is some 10.3m. There is a 2m wide footway included in the width of the structure. The pier shaft is formed with twin legs, which are hollow inside. The pier shafts incorporate permanent prestressing cables and they have a constant wall t
20、hickness and a width that varies parabolically over their height. Temporary tie-down piers are used to construct the bridge - they are located 35m into each 120m-long side span from the main piers. Each consists of an I-shaped shaft, which is tied down to the ground using rock anchors and connected
21、to the box girder by means of prestressing cables. The purpose of these structural elements is to support the cantilever and prevent rotation in strong winds. Once the bridge superstructure is complete and the main pier prestressing is fully tensioned, the temporary tie-down piers will be removed pi
22、ece by piece. 长安大学毕业设计（论文） 3 The location of the bridge, only about 100km south of the Arctic Circle, has meant that special measures have to be introduced to allow construction work to continue all year round. Apart from the obvious need to provide site lighting for much of the wintertime, the chal
23、lenge of concreting in temperatures which can be as low as 0 C has to be overcome. Hot concrete is produced for the bridge ?sometimes up to 30 C and the formwork has to be insulated to keep the concrete warm. Electric heating cables are also used on the end of the previous pour to warm up the concre
24、te before casting. Construction of the new bridge began in January 2000 and is expected to be complete in September this year. The construction of the cantilever started in summer last year and is due to be finished in April. When Bd&e went to press, the project was on schedule for opening to traffi
25、c in late autumn. Project Team Client:StatensVegvesen Contractor: AF Sundoybrua (AS Anlegg, NCC Construction) Consultant:DrIngAas-Jakobsen Architect: BoarchArkitekter 超轻大跨度桥 Sundoya 挪威的在 Sundoya 桥上的主跨有望在复活节的后第一个星期望合龙 . 它是一座大跨度的，在世界的它的同类型中第二长 ,建造在 situ 的长大桥。 Sundoya桥位于挪威的风景最好的区域之一 ,距北极圈以南只有 100 km. 5
26、38 m 长的桥跨跨越 Sundet 河，而且它将会是连结 Sundoya 和大陆的通道 . 桥址位于 Mosjoen 城往西 35 km, 在 Mosjoen 和 Sandnessjoen 之间的第 78 公路结束 . 它将会是连结 Alstenoya 到大陆的第二大桥 ,在 Helgeland 桥 12 年后建成 . 这个区域对于熟悉桥梁世界纪录的人并不陌生，当它开通的时候 ,Helgeland 桥的 425 m 长的主跨是世界最长的斜拉桥的，从 1992 起到现在 . Sundoya 桥被区分为三个跨径：它有 298 m 的一个主跨和二个 120 m 的边跨 . 长的主跨使它成为世界第二跨度的后张预应力连续箱梁钢构桥 .
