翻訳と辞書
Words near each other
・ Ertl, Lower Austria
・ Erska Church
・ Erskine
・ Erskine (automobile)
・ Erskine (charity)
・ Erskine (disambiguation)
・ Erskine (name)
・ Erskine (surname)
・ Erskine Academy
・ Erskine B. Ingram
・ Erskine baronets
・ Erskine Barracks
・ Erskine Barton Childers
・ Erskine Beveridge
・ Erskine Bowles
Erskine Bridge
・ Erskine Bridge Hotel
・ Erskine Bridge Tolls Act 2001
・ Erskine Butterfield
・ Erskine Caldwell
・ Erskine Childers
・ Erskine Clarke
・ Erskine College
・ Erskine College, Wellington
・ Erskine College-Due West Historic District
・ Erskine Covered Bridge
・ Erskine Creek
・ Erskine Declaration
・ Erskine Ferry
・ Erskine Flying Fleet football


Dictionary Lists
翻訳と辞書 辞書検索 [ 開発暫定版 ]
スポンサード リンク

Erskine Bridge : ウィキペディア英語版
Erskine Bridge

The Erskine Bridge is a multi span cable-stayed box girder bridge spanning the River Clyde in west central Scotland. The bridge connects West Dunbartonshire with Renfrewshire and can be used by all types of motor vehicles, cyclists and pedestrians. As well as crossing the Clyde, the bridge also crosses the Forth and Clyde Canal and the North Clyde railway line. A small part of Kilpatrick railway station is situated underneath the bridge at the north side. The bridge is part of the A898 road.〔http://www.legislation.gov.uk/ssi/2013/167/pdfs/ssi_20130167_en.pdf〕 On completion the bridge replaced the Erskine to Old Kilpatrick ferry service. A nearby hotel uses the name of the bridge. It is known as Erskine Bridge Hotel.
==Construction==

The bridge was designed by Dr William Brown (16 September 1928 – 16 March 2005). Brown was a structural engineer and bridge designer who specialised in suspension bridges. He was one of the principal designers at Freeman Fox & Partners (now Hyder Consulting) from 1956-85. Supervising engineer on the project was Dr Oleg Kerensky and the architect on site was R.E. Slater. There were several firms who constructed the bridge between 1967-71. The structural engineering was done by Freeman Fox & Partners and the steel fabrication was completed by Fairfields-Mabey. W.A.Fairhurst and Partners (now Fairhurst) designed and oversaw construction of the concrete piers and foundations. Christiani & Nielsen, Lehane Mackenzie and Shand Ltd were the contractors for the foundations and piers. The steel cable supplier was Bridon International. Force Technology were responsible for wind tunnel testing of the bridge. Steel was used to construct the deck and pylons and the piers are made from concrete. The road surface is mastic asphalt and consists of a two-lane dual carriageway and cycle/footpaths on each side. It has a main span and two approach spans. The width of the road deck is . Pylon height is high. The total length of the bridge including approaches is . The clearance of the bridge is . The weight of the steel is 11,700 tonnes. 1250 miles of galvanised wire with a breaking load of 500 tonnes were used during construction. The bridge has 15 spans in total and rests on 14 diamond shaped piers which have been designed to allow air to circulate freely around them. The deck and piers have been designed to flex with temperature changes. In the event of the bridge traffic numbers increasing the cycle tracks can be configured to include a third lane. There are 4 water mains pipes and 2 gas pipes running the full length of the underside of the bridge.〔http://www.steelconstruction.org/index.php?option=com_documents&task=downloadDocument&doc=53353&file=58783〕 It is the only bridge in Scotland with single cables over central main supports and was in this respect a precursor of the Millau Viaduct in France. At the time of building it was the longest bridge of its type in the world.〔 The bridge cost including approaches was £10.5million.〔 HRH Princess Anne opened the bridge on 2 July 1971. The ceremonial plaque of the opening can be seen on the railings of the western footpath, at the centre of the main span.

Whilst the bridge was being constructed, the West Gate Bridge in Australia also designed by Freeman Fox & Partners, collapsed. An investigation published on 14 July 1971 found faults in the design. The reason for collapse was a difference in camber between 2 girders on the west span. The Erskine Bridge had already opened but needed further stiffening to meet new standards established due to the collapse of the West Gate Bridge.〔
The bridge operates an overload weight detection system which logs vehicles axle weights. The weigh in motion system uses electric sensors and an ANPR camera. There is also a camera that takes photos of the vehicle from side-on which can identify the haulage company at fault. The system can also check if HGV axles are lifted when they should not be and is operational 24 hours a day. Reports can be printed for overweight vehicles.

抄文引用元・出典: フリー百科事典『 ウィキペディア(Wikipedia)
ウィキペディアで「Erskine Bridge」の詳細全文を読む



スポンサード リンク
翻訳と辞書 : 翻訳のためのインターネットリソース

Copyright(C) kotoba.ne.jp 1997-2016. All Rights Reserved.