[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fW1vYHmnoY2JQj6iQy9RCuaLcII32XhojZcgxxcsEJvg":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":31,"type":32},[],"2024-05-10 04:08:32",142284341,[8,9,10,11],"地基的不均匀沉降和支架的非弹性变形","地基的均匀沉降和支架的弹性变形","地基的均匀沉降和支架的非弹性变形","地基的不均匀沉降和支架的弹性变形",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},16,"df840f1dcdbf27bd61aca49471b03897","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F8954e49b92131c5608d458508d8b2bf4.jpg","土木工程施工（市政工程施工技术）","work_34789249","作业3.5 现浇梁施工技术","对位于软土地基或软硬不均地基上的支架,宜通过预压的方式,消除( )",[21,33,42,52,61,64,73,82,89,95],{"answer":22,"createTime":23,"id":24,"options":25,"question":30,"source":31,"type":32},[],"2024-05-09 12:45:26",142284333,[26,27,28,29],"1.0~1.10","1.0~1.15","1.05~1.10","1.05~1.15","对支架进行预压时,预压荷载宜为支架所承受荷载的( )倍,预压荷载的分布宜模拟需承受的结构荷载及施工荷载","v1",0,{"answer":34,"createTime":5,"id":35,"options":36,"question":41,"source":31,"type":32},[],142284335,[37,38,39,40],"2.5","1.0","1.5","2.0","移动模架施工时,任一孔梁的混凝土浇筑施工完成后,内模中的侧向模板应在混凝土抗压强度达到( )MPa后方可拆除",{"answer":43,"createTime":44,"id":45,"options":46,"question":51,"source":31,"type":32},[],"2024-05-10 04:08:33",142284337,[47,48,49,50],"400;7","600;14","500;14","500;7","墩顶梁段宜全断面一次浇筑完成,当梁段过高一次浇筑完成难以保证质量时,可沿高度方向分两次浇筑,但首次浇筑的高度宜超过底板承托顶面以上至少( )mm,且宜将两次浇筑混凝土的龄期差控制在( )d以内",{"answer":53,"createTime":5,"id":54,"options":55,"question":60,"source":31,"type":32},[],142284339,[56,57,58,59],"15","10","20","25","挂篮的最大变形(包括吊带变形的总和)应不大于( )mm",{"answer":62,"createTime":5,"id":6,"options":63,"question":19,"source":31,"type":32},[],[8,9,10,11],{"answer":65,"createTime":66,"id":67,"options":68,"question":72,"source":31,"type":32},[],"2024-05-09 12:45:38",142284344,[69,70,38,71],"0.8","0.6","0.5","挂篮与悬浇梁段混凝土的质量比宜不大于( ),且挂篮的总重应控制在设计规定的限重之内",{"answer":74,"createTime":66,"id":75,"options":76,"question":81,"source":31,"type":32},[],142284346,[77,78,79,80],"高处向低处;对称","高处向低处;从右向左","低处向高处;从左向右","低处向高处;对称","梁式桥现浇施工时,梁体混凝土在顺桥向宜从( )进行浇筑,在横桥向宜( )进行浇筑",{"answer":83,"createTime":44,"id":84,"options":85,"question":88,"source":31,"type":32},[],142284348,[86,37,39,87],"2","1","采用单点或多点水平千斤顶方式顶推时,实际总顶推力应不小于计算顶推力的( )倍",{"answer":90,"createTime":5,"id":91,"options":92,"question":94,"source":31,"type":32},[],142284350,[56,93,58,57],"5","如遇顶推故障需采用竖向千斤顶将梁顶高时,最大顶升高度不得超过设计规定或不得大于( )mm,起顶的反力值不得 大于计算反力的1.1倍",{"answer":96,"createTime":97,"id":98,"options":99,"question":104,"source":31,"type":32},[],"2024-05-09 12:45:39",142284353,[100,101,102,103],"100%","75%","50%","80%","移动模架施工时,任一孔梁的混凝土浇筑施工完成后,顶面模板应在混凝土抗压强度达到设计强度的( )后方可拆除"]