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The Mechanics Analysis On Concrete Bridge Overlay And The Horizontal Distributing Of Coefficient

Posted on:2006-01-27Degree:MasterType:Thesis
Country:ChinaCandidate:Z CengFull Text:PDF
GTID:2132360152489868Subject:Structural engineering
Abstract/Summary:PDF Full Text Request
With the rapid development of highway grade, the highway structure as bridge is more and more important. And high grade road is high request to the road quantity. Good road construction design and high standard construction equipments and start construction strictly the technique have made the road quantity come to a the homologous index sign, such as our country a superhighway for constructing near period, the exaltation that a car comfortable is consumedly. Contrary, bridge the neat a safety for badly with peeling off problem in the concrete of asphaltum increasingly seriously, to mading good time vehicle constituted the threat of the certain degree. National every locality not a few bridges sets up in recent years soon, the bridge spread to pack and then appeared seriously of breakage, crack , pit slot, etc. disease harm, resulting in the transportation the very inconvenience, the serious hour still results in the traffic accident easily.These problemses caused people to spread to pack to the bridge of value.Before carrying the horizontal distributing the calculating study in coefficient research to the superhighway concrete bridge load, introduced first the practical space in bridge analysis theories, is horizontal to distribute to the bridge the calculation principle of the coefficient made the elucidation of the synopsis. Studied again after at add to spread the concrete spread the bridge load that pack the layer empress carry the horizontal distributing the calculation of the coefficient, combine to proceed the discussion for two kinds of different calculations method.
Keywords/Search Tags:asphaltum concrete overlay, the bridge disease harms, the horizontal distributing of the coefficient, analysis theories of practical space in bridge
PDF Full Text Request
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