[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fAxlnWgYP0sfwN5OxajDxQRSlDDaAgmu3-qbryBNpfr8":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":24,"type":25},[],"2023-10-18 20:08:05",100541959,[8,9,10,11],"附加箍筋","负筋","吊筋","马凳筋",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},10,"9c173df5dee98bf5695e74015f1a2531","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F23937717786aa864d706b35c75de27e1.jpg","2023年秋《钢筋平法解析》","24da9595442f4bc7a5da57dbed1b3953","7-4基础梁其他钢筋构造","在基础主梁与基础次梁相交处往往要配置什么钢筋",[21,26,36,45,54,63,72,77,84,89],{"answer":22,"createTime":5,"id":6,"options":23,"question":19,"source":24,"type":25},[],[8,9,10,11],"v1",1,{"answer":27,"createTime":5,"id":28,"options":29,"question":34,"source":24,"type":35},[],100541962,[30,31,32,33],"12d","15d","150","50","基础梁侧面纵向构造钢筋搭接长度为",0,{"answer":37,"createTime":5,"id":38,"options":39,"question":44,"source":24,"type":35},[],100541964,[40,41,42,43],"15d,15d,15d","15d,12d,5d","15d,15d,ll","15d,ll,12d","基础主梁纵向构造钢筋在锚固长度取(),搭接长度取(),受扭钢筋锚固方式同顶部贯通筋,搭接长度取().外伸时伸至尽端",{"answer":46,"createTime":5,"id":47,"options":48,"question":53,"source":24,"type":35},[],100541968,[49,50,51,52],"A12,la,A8@200","A10,la,A6@200","A12,laE,A8@100","A10,la,A6@100","基础主梁与柱结合部侧腋构造,由加腋筋及其分布筋组成.16G101图集中共给出了五种情况,我们对这五种情况进行总结, 第一点,加腋筋规格不小于(),且不小于柱箍筋直径,间距同柱箍筋间距. 第二点,加腋筋长度为侧腋边长加两端(); 第三点,分布筋规格为()",{"answer":55,"createTime":5,"id":56,"options":57,"question":62,"source":24,"type":35},[],100541971,[58,59,60,61],"50,渐变,第一种,第一种","50,不变,第一种,第一种","50,渐变,第二种,第一种","50,渐变,第一种,第二种","基础梁中一般有两种箍筋,也就是我们在识图时遇到的箍筋加密与非加密.在一跨梁中我们把布置在梁端的箍筋称为第一种箍筋,把布置在跨中的箍筋称为第二种箍筋.那么我们可以总结出基础主梁箍筋的构造. 第一条,箍筋起步距离为()毫米; 第二条,基础梁变截面外伸,梁高加腋位置,箍筋高度(). 第三条,外伸部位按()箍筋设置. 第四条,节点区域箍筋,按两端()箍筋设置",{"answer":64,"createTime":65,"id":66,"options":67,"question":70,"source":24,"type":71},[],"2023-10-18 20:18:49",100544561,[68,69],"正确","错误","当基础梁腹板高度不小于450时就要求在梁两个侧面沿高度布置纵向构造钢筋",3,{"answer":73,"createTime":65,"id":74,"options":75,"question":76,"source":24,"type":71},[],100544564,[68,69],"基础梁侧面有时还有受扭钢筋,受扭钢筋的锚固、搭接同于构造钢筋",{"answer":78,"createTime":79,"id":80,"options":81,"question":82,"source":24,"type":83},[],"2023-12-14 17:47:15",114068659,[],"基础梁中一般有两种箍筋,也就是我们在识图时遇到的箍筋加密与非加密.在一跨梁中我们把布置在梁端的箍筋称为第一种箍筋,把布置在跨中的箍筋称为第二种箍筋.那么我们可以总结出基础主梁箍筋的构造. 第一条,箍筋起步距离为()毫米; 第二条,基础梁变截面外伸,梁高加腋位置,箍筋高度(). 第三条外伸部位按()箍筋设置. 第四条节点区域箍筋,按两端()箍筋设置",2,{"answer":85,"createTime":79,"id":86,"options":87,"question":88,"source":24,"type":83},[],114068663,[],"附加箍筋起步距离为()毫米,最大布筋范围为()梁宽加两倍主次梁高差,这里附加箍筋布筋范围是最大布置范围,不是必须布满,具体布置还要看图纸中标注",{"answer":90,"createTime":79,"id":91,"options":92,"question":93,"source":24,"type":83},[],114068667,[],"础次梁与基础主梁相交时有时还布置吊筋,吊筋上部平直段长度为()加2×50,倾斜段角度图集中标注()度,下部锚固长度()"]