Girder Soffits Sample Clauses

Girder Soffits. The undersides of HST aerial structure girders and projecting cantilevers, viewed from below, are often the most visible portions of structure. Transitions from the soffit of the box girder to the tapered sides and from the sides to the cantilever should be detailed to integrate a generous radius or transitional slope. Radiused or sloped corners, both inside and outside, provide a smooth transition between vertical and horizontal portions of the girders. Particular attention should be given to the quality and consistency of concrete finish at the soffits of box girder sections within stations if girders are intended to remain exposed within the station. Taiwan HSR Korea HSR Girder Soffits Storage Tracks and Crossovers Ideally, storage tracks should not occur on HST aerial structures. However where storage tracks are unavoidable on HST aerial structures, transition to a wider girder section should be smooth, long, and continuous. Crossovers in the running tracks should not require special HST aerial structure construction that would create inconsistency or aesthetic concerns. Straddle Xxxxx Straddle xxxxx are used where columns cannot be located under the guide way, such as highway and railroad crossings. These should be consistently detailed and aesthetically compatible with other standard HST aerial structure proportions, detailing and finishing. Avoid dissimilar or unrelated structural detailing. , Composite Bent: Not Preferred Integrated Bent: Preferred Straddle Xxxxx HST Aerial Station Structures HSR 13-06 - EXECUTION VERSION At elevated stations, HST aerial structures will run continuously from station approaches through the station. The majority of intermediate HST elevated stations will likely be configured with platform stopping tracks and side platforms outboard of center through-tracks. As such, the HST aerial structure can be considered a continuous structure through the station enclosed by an architectural envelope. Shin-Aomori Station, Japan HSR Station architecture and structures should be coordinated using standard modular dimensions in order to provide a consistency and economy of station finish materials. It may be appropriate to adjust typical HST aerial structure column spacing, size, and profile within the station zone in order to make interior columns within sight and touch of the public more suited to human scale. It may also be advantageous to raise track profile columns slightly to allow adequate height for a mezzanine or to achieve...
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