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« on: December 16, 2010, 10:33:00 AM »

,uggs kopen
Old Bridge Strengthening Beams Stress Analysis
 
 
As reinforced in force late in the whole form with the same cast members reinforced compared to the original cross-section carried out in the bottom of crack width is larger than the entire cast components. To the extent possible, as soon as possible to participate in the force of reinforced, you can take measures to reduce the dead load of the original cross-section under bending moment. The corresponding increase in the flange reinforcement method of the compression zone, so this method of strengthening the force in the reinforcement cross-sectional area or subject to less severe corrosion, and good cross-section compression than the compression flange is sufficient area can be used. 3 Comparison of two reinforcement layer of reinforcement method for bridge deck reinforcement, when the bridge suffered under live load moment in which it accounts for all moments greater the proportion of the more obvious reinforcement effect, because the live load bending moment shared by the composite section, if the existing concrete before the stress is too high in the reinforcement, the deformation is too large, it is possible to add some new stress of concrete at a low level, can not fully play its role, should not achieve reinforcement effect. If the original structural elements of the stress is close to or exceed the allowable limits, need to take appropriate measures to uninstall,goedkope uggs, so that the removable part of the bridge under dead load of the reinforcement, such as the establishment of a temporary support in the span, additional stent, in the pouring reached the design strength of reinforced concrete and then some of the temporary support or support removable. In addition to new and existing structures with cross-section under live load moment, but also part of the original structure to bear the dead load moment, which reduces the greater the stress on the components of the original section. Strengthening the case for the flange thickness can improve the flange the stress state,uggs bestellen, this method can not only repair the cracks have occurred, stripping and other damage to the bridge deck, but also increasing the height of the effective height of the original beam. But added pavement layers, static load increases, capacity improvement was not significant, must be cross checking, to ensure the reinforcement force to meet the requirements. This reinforcement method of construction is simple, than the economy, the construction should be considered in the shrinkage of fresh concrete impact, need to set the connection steel bar and steel mesh. As for the increase and reinforcement beam reinforcement method can effectively improve the structure of the ultimate bearing capacity, but increased the cross-section of the compression zone, so to be in the thick concrete beams at the top and the well-used, where necessary, checking relative height of compression zone cross-section =,goedkope uggs,, j0 make <; use this method when reinforcement to strengthen the combination of old and new concrete, the need for chiseling old girder for treatment, operational problems, cutting large addition project, often need to erect scaffold under the bridge. In the specific project, you can use a combination of both methods, while in the thick roof beams to increase the reinforcement force, so that not only increases the ultimate bearing capacity of cross section. And the beam compression zone of concrete stress improved.
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