首页> 外文会议>Conference on Composite Construction in Steel and Concrete IV May 28-Jun 2, 2000 Banff, Alberta, Canada >STRUCTURAL BEHAVIOUR OF SLIM FLOOR SLABS WITH PRESTRESSED HOLLOW CORE ELEMENTS AT ROOM TEMPERATURE AND IN FIRE
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STRUCTURAL BEHAVIOUR OF SLIM FLOOR SLABS WITH PRESTRESSED HOLLOW CORE ELEMENTS AT ROOM TEMPERATURE AND IN FIRE

机译:预应力空心芯薄楼板在室温和火灾中的结构性能

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摘要

Slim floor composite slabs are made of asymmetric steel beams with a wide lower flange supporting composite decks with profiled steel sheets or prefabricated concrete elements (mainly precast hollow core elements). The gap between steel beam and hollow core elements is filled with concrete. Models for the fire behaviour of slim floor slabs with hollow core elements were developed and checked with 6 fire tests and 65 tests at room temperature.
机译:纤细的地板复合板由不对称的钢梁制成,下部的法兰较宽,支撑着带异型钢板或预制混凝土构件(主要是预制空心构件)的复合甲板。钢梁和空心构件之间的间隙填充有混凝土。开发了空心构件薄楼板的耐火性能模型,并通过6次耐火试验和65次室温试验进行了检验。

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