钢筋混凝土单向板肋梁楼盖课程设计任务书èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
一、设计题目èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
钢筋混凝土单向板肋梁楼盖设计èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
二、设计内容èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
1、结构平面布置图:柱网、主梁、次梁及板的布置èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
2、板的强度计算(按塑性内力重分布计算)èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
3、次梁强度计算(按塑性内力重分布计算)èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
4、主梁强度计算(按弹性理论计算)èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
5、绘制结构施工图èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
(1)结构平面布置图(1:100)èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
(2)次梁的配筋图(1:50;1:20)èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
(3)主梁的配筋图(1:50;1:20)及弯矩M的包络图èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
三、设计资料èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
1、楼面的活荷载标准值为7.0kN/m2èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
2、楼面面层30厚水磨石自重为0.65kN/m2。èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
3、梁板低混合砂浆抹灰厚15mm, 。èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
4、柱子截面尺寸: 。èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
5、材料选用:èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
(1)混凝土:板 C20;主次梁C30。èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
(2)钢筋:主梁及次梁受力筋用Ⅱ级钢筋,板内及梁内的其它钢筋可以采用Ⅰ级。èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
现浇钢筋混凝土单向板肋梁楼盖设计计算书èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
一、平面结构布置:èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
1、确定主梁的跨度......èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
DOC格式,欢迎下载!èf¤Ð_ÑÔõbbs.3c3t.com§vY>_ ¸
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