[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fDT0-cQuip8aM241ZGTxd7WTzp3Opa9E6ZpCyMA_wtFU":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":12,"question":19,"related":20,"source":24,"type":25},[],"2025-04-15 11:04:31",183045606,[8,9,10,11],"按建筑面积计算或按施工工期日历天数计算","按建筑体积计算或按施工工期日历天数计算","按建筑面积计算或按垂直运输机械租赁天数计算","按建筑体积计算或按垂直运输机械租赁天数计算",{"count":13,"courseId":14,"courseImg":15,"courseName":16,"workId":17,"workName":18},18,"1b2aae205cc4df0889ca54867e2b3cde","https:\u002F\u002Ftihai-oss-cloud.itihey.com\u002Fimg\u002F271ea593981f41656b2a73baf29dcafc.jpg","建筑及装饰工程计量与计价","work_35994443","2024年春季学期装饰工程计量计价","垂直运输有两种计算规则:()",[21,26,35,44,53,62,71,80,89,98],{"answer":22,"createTime":5,"id":6,"options":23,"question":19,"source":24,"type":25},[],[8,9,10,11],"v1",0,{"answer":27,"createTime":5,"id":28,"options":29,"question":34,"source":24,"type":25},[],183045607,[30,31,32,33],"镶贴零星块料项目","墙面块料镶贴","镶贴梁面块料","镶贴柱面块料","墙、柱(梁)面≤0.5㎡的少量分散的镶贴块料面层按墙、柱面清单表中( )编码列项",{"answer":36,"createTime":5,"id":37,"options":38,"question":43,"source":24,"type":25},[],183045608,[39,40,41,42],"设计超灌长度","0.5倍桩径","0.5m","1m","根据《湖南省建筑工程消耗量标准》(2020版):灌注桩凿桩头工程量按桩身设计截面积乘()以立方米计算.(1.5)",{"answer":45,"createTime":5,"id":46,"options":47,"question":52,"source":24,"type":25},[],183045609,[48,49,50,51],"34㎡","54.4㎡","88.2㎡","113.8㎡","*根据《房屋建筑与装饰工程工程量计算规范》(GB50854-2013),当建筑物外墙砖基础垫层底宽为850mm,基槽挖土深度为1600mm,设计中心线长为40000mm,土层为三类土,放坡系数为1:0.33,则此外墙基础人工挖沟槽工程量应为( )",{"answer":54,"createTime":5,"id":55,"options":56,"question":61,"source":24,"type":25},[],183045610,[57,58,59,60],"12","9","6","3","工程量清单的项目编码,应采用()位阿拉伯数字表示",{"answer":63,"createTime":5,"id":64,"options":65,"question":70,"source":24,"type":25},[],183045611,[66,67,68,69],"现浇混凝土墙、板单孔面积≤0.3㎡的孔洞不予扣除,但需要增加洞侧壁模板","附墙柱、暗梁、暗柱与剪力墙分别编码立项","柱、梁、墙、板相互连接的重迭部分,要计算模板面积","构造柱按图示外露部分计算模板面积","根据《房屋建筑和装饰工程工程量清单计算规范》(GB50854-2013),模板工程量计算规则,下列说法正确的是( )",{"answer":72,"createTime":5,"id":73,"options":74,"question":79,"source":24,"type":25},[],183045612,[75,76,77,78],"暂列金额","暂估价","计日工","总承包服务费","在施工过程中,承包人完成发包人提出的工程合同范围以外的零星项目或工作,按合同中约定的单价计价的一种方式称为()",{"answer":81,"createTime":5,"id":82,"options":83,"question":88,"source":24,"type":25},[],183045613,[84,85,86,87],"1号框架梁,两跨一端带悬挑","1号框架梁,两跨两端带悬挑","1号框架梁,两跨一端不带悬挑","1号框架梁,两跨两端不带悬挑","梁平法中标注的KL1(2A)表示( )",{"answer":90,"createTime":5,"id":91,"options":92,"question":97,"source":24,"type":25},[],183045614,[93,94,95,96],"平整场地144m3","沟槽土方288m3","基坑土方288m3","一般土方288m3","#根据《房屋建筑与装饰工程工程量计算规范》(GB\u002FT 50854-2013),某建筑物场地土方工程,设计基础长18m,宽为8m,周边开挖深度均为2m,则土方工程量为()",{"answer":99,"createTime":5,"id":100,"options":101,"question":105,"source":24,"type":25},[],183045615,[102,103,104,104],"不扣除桩的体积","扣除桩的体积","不扣除承台的体积","根据《房屋建筑和装饰工程工程量清单计算规范》(GB50854-2013):桩间挖土(),并在项目特征中加以描述"]