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Blackfriars Street Bridge
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Blackfriars Street Bridge : ウィキペディア英語版
Blackfriars Street Bridge


The Blackfriars Street Bridge in London, Ontario, Canada is a wrought iron bowstring arch through truss bridge, placed across the North Thames River in 1875 and still carrying frequent pedestrian traffic. At 216 feet (65.8 meters) it is the longest working span of that kind in North America.〔F. Michael Bartlett and Dana R. Tessler, "Wrought-Iron Bowstring Bridges: The One-Hit Wonder of the 1870s", 7th International Conference on Short and Medium Span Bridges, 2006, Montreal. For discussion of other extant bowstrings in the North American Midwest, see Holth ()〕
==Engineering==
According to bridge historian Nathan Holth,

Bowstring bridges are one of the rarest types of truss bridges, and most date in the 1870s. They fell out of favor due to the limited weight they could support. Any bowstring truss bridge that survives today is a miracle. Truss bridges are always intricate structures, but bowstring trusses are even more so. There () lattice, v-lacing, and members all over. This large amount of complexity is balanced by the simple, graceful appearance of the arched top chord. The result is a bridge with incomparable beauty and appeal.
Among the rarest and oldest bridges in Canada is this breathtaking iron bowstring truss. Keystone Columns form the top chord. A sidewalk on the south side appears to be original.
The bridge has undergone extensive repairs and modifications. Most notably, the top chord has had plates of steel welded to the top of the column. Numerous rods and bars have been welded onto many of the vertical and diagonal members as well. A couple of added bars of steel run lengthwise through the middle of the truss. These modifications have affected the historic integrity of the bridge, but have no doubt helped keep it standing over 130 years. The original lattice guardrails remain on the sidewalk, albeit with a metal pole welded above them.〔Nathan Holth, "Historic Bridges.org" (). This site
features a map and many structural photographs of the Bridge, with close commentary expanding on the details cited here. The raised pedestrian guardrail is likely owing to the original's being less than 31 inches or 80 cm above an outward sloping snowpack after heavy snows.〕
The deck surface (see illus. gallery below) is presently of renewable planking: a double file of approximately one-thousand, five hundred eight-foot two-by-fours each, on edge, upon a framework of nine longitudinally laid stringers of one-foot iron I-beams, topped with bolted-on wooden cladding, whose ends rest on the two abutments. Attached beneath these are fifteen transverse floor-beams, from which vertical lattice pillars, under tension, translate the live thrusts of traffic to the bowed upper chord, which transfers this back as tension along the bottom-chord "string" of the bow. This bottom chord consists of two sets of four 10 cm x 3 cm wrought-iron eyebars, running along, outside, both sides of the deck. Although originally two-lane, due to the weight and frequency of modern traffic, the Blackfriars is at present two-way but single-lane. Because of damage to the wooden deck surface and to the iron structure, it has been closed to automobile traffic since 2013.

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「Blackfriars Street Bridge」の詳細全文を読む



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