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孟肯万1920由哪一个图集替代11g101/1 -
桑蚀祁17839177437 ______ 16G101-1图集替代11g101/116G101-1 混凝土结构施工图平面整体表示方法制图规则和构造详图(现浇混凝土框架、剪力墙、梁、板) 本图集是对11G101-1《混凝土结构施工图平面整体表示方法制图规则和构造详图(现混凝土框架、剪力墙、...

孟肯万19202.4米外挑阳台,上部是16圆的四级钢筋,三级抗震,钢筋的锚固长度是多少? -
桑蚀祁17839177437 ______ 截图图片范围局部,不能证明该阳台挑梁净挑尺寸是2.4米;这是框架梁的外伸悬挑,3Φ16是受拉钢筋,它的锚固长度与挑梁净挑尺寸无关,不应该将2.4米作为指定前提条件;根据混凝土等级C30、结构抗震等级三级、钢筋等级HRB400级三个条件直接查看16G101-1图集第58页可得到该钢筋抗震锚固长度直径的倍数;此题为直锚,上面查得的就是直锚抗震锚固长度值.

孟肯万1920在结构图中KL(L)什么意思 -
桑蚀祁17839177437 ______ KL是框架梁,L是非框架梁. 详见国家标准图集11G101-1第26页和15页 拓展资料: 钢结构中ST表示刚性系杆. 系杆拱桥中承受拱端水平推力的拉杆称为系杆.它使拱端支座不产生水平推力,成为无推力拱,按照系杆与拱肋刚度的比较,可...

孟肯万1920梁为上返梁屋面柱钢筋锚固长度 -
桑蚀祁17839177437 ______ 屋面柱钢筋的锚固长度分为中柱和边角柱. 中柱的锚固长度,如直锚(锚固长度与混凝土强度等级和抗震等级有关,具体你可查看本工程设计图纸对照16G101-1图集),梁的高度必须大于直锚长度.如梁高度不够,采用弯锚,弯锚长度为0.4的锚固长度+15倍的钢筋直径. 边角柱分为梁锚柱,还是柱锚梁.两者长度不同. 如采用梁锚柱,是1.7的锚固长度.柱锚梁是1.5倍的锚固长度. 具体锚固长度与混凝土强度等级和抗震等级有关,具体你可查看本工程设计图纸对照16G101-1图集. 全手打,望采纳.不懂问我.

孟肯万1920框架剪力墙结构中屋面框架梁的上贯通筋在两端的水平锚固已远大与Lae,是否还要延伸到端部下弯 -
桑蚀祁17839177437 ______ 题没有说明白,是框架梁吗?顶层框架柱有这么大的截面做支座吗?框架梁的那一端支座确定是框架柱的话,就一定应按照11G101-1图集做,但那个支座不是柱而是顺作墙的话就可以直锚.

孟肯万192011g101图集过时了吗 -
桑蚀祁17839177437 ______ 是的,11g101图集过时了,现行版本是6G101 16G101系列图集已由住建部批准,于2016年9月1日起实施. 本次修编在密切结合规范相关内容的基础上,全面考虑了11G101-1~3国标图集颁布5年来各方的反馈意见,对原图集进行系统的梳理、修订、完善和补充.本次16G101版图集编制的另一创新点在于以BIM应用视角为新版图集中构造做法提供360度全方位解析,后续国家建筑标准设计将通过国标用户服务平台定期免费推送相关信息,为从业者正确理解、使用正版图集保驾护航.

孟肯万1920梁侧面受扭钢筋弯锚平直段长度大于等于0.6倍Lae吗? -
桑蚀祁17839177437 ______ 16G101-1图集的90页,说明3:梁侧受扭钢筋,锚固方式同框架梁下部纵筋. 而图集84页中并没有0.6Lae的要求.只有0.4Lae的说明. 如果图纸另有要求,那按图纸要求施工. 请采纳谢谢

孟肯万1920c30混凝土12钢筋锚固长度 -
桑蚀祁17839177437 ______ 混凝土强度等级:C30;钢筋直径12,请在表中红色圈住中选用受拉钢筋基本锚固长度Lab(因提问缺少了钢筋种类,所以只能这样答). 16G101-1 (替代11G101-1)平面整体表示方法制图规则和构造详图(现浇混凝土框架、剪力墙、梁、板) 参考资料:16G101-1 (替代11G101-1)平面整体表示方法制图规则和构造详图(现浇混凝土框架、剪力墙、梁、板)

孟肯万1920下面柱子钢筋可以直锚固到上面柱子里面吗? -
桑蚀祁17839177437 ______ 下面柱子钢筋可以直锚固到上面柱子里面吗? 这题有下柱与上柱,其下柱钢筋伸入到上柱,这是柱纵向钢筋连接的问题(不是直锚). 下柱钢筋伸入到上柱,是受条件限制的,下柱比上柱多出的钢筋可以,必须满足图3的要求,从梁底开始计算必须达到1.2LaE的长度;下柱较大直径钢筋的可以,必须满足图4的要求. 参考资料:16G101-1 (替代11G101-1)混凝土结构施工图平面整体表示方法制图规则和构造详图(现浇混凝土框架、剪力墙、梁、板)