首页> 外国专利> Stressed concrete carriage way slab assembly - comprising full thickness reinforcement passing through these and crossbeams

Stressed concrete carriage way slab assembly - comprising full thickness reinforcement passing through these and crossbeams

机译:应力混凝土车道板组件-包括穿过这些梁和横梁的全厚度钢筋

摘要

Holes on the lengthways girders are for filling with site concrete cross support beams being drawn through them, and an L-shaped recess along the cross-running abutting joint gaps is also filled with concrete. Apart from the holes (3), the prefabricated slabs (1) are produced in the full thickness of the roadway slab. The cross tension members (9) as well as the full reinforcement (7, 8) of the roadway slab, run through both the prefabricated slabs and the cross support beam (4), and where necessary through the holes. Recesses are provided in the bottom of the prefabricated slabs, in the seating area of the lengthways girders, so that when laid the prefabricated slabs span the lengthways girder or its upper chord. Very heavy loading can be tolerated, and the slabs can be driven over before the joints are filled.
机译:纵向大梁上的孔用于填充通过其拉出的现场混凝土横梁,并且沿横行邻接接缝的L形凹槽也填充有混凝土。除了孔(3)以外,预制板(1)在整个道路板的厚度范围内生产。交叉拉力构件(9)以及巷道板的全部钢筋(7、8)既穿过预制板又穿过交叉支撑梁(4),必要时穿过孔。在预制板的底部,纵梁的就座区域中提供凹槽,以便在铺设时预制板跨越纵梁或其上弦。可以承受非常重的负载,并且在填充接缝之前可以将平板打倒。

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