承墙井式梁楼盖的设计计算与研究  

DESIGN CALCULATION AND RESEARCH OF BUILDING COVER OF DERRICK-TYPE BEAM OF SUPPORTING WALL

作　　者：费以原[1] 张云龙[2] 王艳丽 

机构地区：[1]佳木斯大学职业技术学院,黑龙江佳木斯154007 [2]佳木斯市规划设计院,黑龙江佳木斯154002 [3]黑龙江省合江林业勘察设计院,黑龙江佳木斯154002

出　　处：《佳木斯大学学报（自然科学版）》2000年第3期296-299,共4页Journal of Jiamusi University：Natural Science Edition

摘　　要：钢筋混凝土井式梁在屋面和非承墙、板等荷载的楼面结构多有出现 .但将其作为承托多层墙、板等荷载的楼盖 ,国内尚无先例 .通过对承托四层单元式住宅的 9.9m× 1 0 .5m钢筋混凝土井式梁楼盖承托多层墙、板等荷载的设计计算与研究 ,证明了在一定条件下钢筋混凝土井式梁楼盖承托多层墙、板等荷载是可以实现的 .Derrick-type reinforced concrete beam often appears in the framework of house walls and building walls that don't support the weight of walls, boards and so on. However, there is not a precedent of using it as a building cover to support the load of many floors of walls and boards in home. By the design calculation and research of building cover of derrick-type reinforced concrete beam (9,9m×10.5m) that supports four-floor unit house, the authors proved that using the building cover the load of several floors of walls and boards can be achieved under certain conditions.

关 键 词：承墙井式梁楼盖 设计 计算 

分 类 号：TU223[建筑科学—建筑设计及理论] TU225