[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fmuI7IVE-vkdGS7o7RnsqSL3-oAPudUkyyng7PEpgm1w":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":30,"type":31},[],"2025-11-23 07:17:53",239592295,[8,9,10,11],"标准规范有待健全","技术体系有待完善","监管机制不匹配","政策不支持",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},30,"295297c7c6a5f485f6e363c351949c9c","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F7e2d5ad53be3d12aacc56ee37db405b7.jpg","装配式建筑概论","work_44548181","重修作业二","国内装配式混凝土建筑发展存在的问题不正确的是( )",[21,32,35,44,53,62,71,80,89,98],{"answer":22,"createTime":5,"id":23,"options":24,"question":29,"source":30,"type":31},[],239592294,[25,26,27,28],"部分装配和全装配","装配式混凝土结构和装配式钢结构","部分装配和装配式混凝土结构","全装配和装配式钢结构","装配式混凝土建筑根据装配化程度高低可以分为( )","v1",0,{"answer":33,"createTime":5,"id":6,"options":34,"question":19,"source":30,"type":31},[],[8,9,10,11],{"answer":36,"createTime":5,"id":37,"options":38,"question":43,"source":30,"type":31},[],239592296,[39,40,41,42],"预制构件模板图","预制构件配筋图","预留预埋件图","给排水施工图","预制构件加工深化设计图内容不包括( )",{"answer":45,"createTime":5,"id":46,"options":47,"question":52,"source":30,"type":31},[],239592297,[48,49,50,51],"平模机组流水工艺","平模传送流水工艺","立模工艺","固定平模工艺","预制构件成型工艺中哪种工艺适能够使构件的两个面同样平整,但通用性差.( )",{"answer":54,"createTime":5,"id":55,"options":56,"question":61,"source":30,"type":31},[],239592298,[57,58,59,60],"对施工场地要求严格","按传动方式可分为机械式、液压式和电动式","不能负荷行走","吊重物时需要支腿","关于履带式起重机说法正确的是( )",{"answer":63,"createTime":5,"id":64,"options":65,"question":70,"source":30,"type":31},[],239592299,[66,67,68,69],"预埋件及吊具安装-预制外挂墙板吊运及就位-安装及校正-预制外挂墙板与现浇结构节点连接-预制外挂墙板间拼缝-拆除预制外挂墙板临时支撑-防水混凝土浇筑","预埋件及吊具安装-预制外挂墙板吊运及就位-安装及校正-预制外挂墙板与现浇结构节点连接-预制外挂墙板间拼缝-防水混凝土浇筑-拆除预制外挂墙板临时支撑","预埋件及吊具安装-预制外挂墙板吊运及就位-安装及校正-预制外挂墙板间拼缝-预制外挂墙板与现浇结构节点连接-防水混凝土浇筑-拆除预制外挂墙板临时支撑","预埋件及吊具安装-预制外挂墙板吊运及就位-安装及校正-预制外挂墙板与现浇结构节点连接-混凝土浇筑-预制外挂墙板间拼缝防水-拆除预制外挂墙板临时支撑","预制外挂墙板操作工艺正确的是( )",{"answer":72,"createTime":5,"id":73,"options":74,"question":79,"source":30,"type":31},[],239592300,[75,76,77,78],"高2cm","低2cm","一致","以上说法均不对","预制剪力墙构件在吊装过程中需要对构件的标高进行调整,标高比本层板面结构设计标高( )",{"answer":81,"createTime":5,"id":82,"options":83,"question":88,"source":30,"type":31},[],239592301,[84,85,86,87],"0.03","0.04","0.05","0.06","套筒灌浆料氯离子含量应小于等于( )%",{"answer":90,"createTime":5,"id":91,"options":92,"question":97,"source":30,"type":31},[],239592302,[93,94,95,96],"250mm","300mm","200mm","150mm","钢筋采用灌浆套筒接连接接头用灌浆料流动度的初始值要大于( )",{"answer":99,"createTime":5,"id":100,"options":101,"question":106,"source":30,"type":31},[],239592303,[102,103,104,105],"70. 7mm×70. 7mm×70. 7mm","150mm×150mm×150mm","40mm×40mm×160mm","100mm×100mm×100mm","施工现场钢筋套筒接头灌浆料应留置同条件养护试块,试块规格为( )"]