[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"$fpnFBhyeNgk_Q8ZZVjzxxtc3WYycU3rzMc-BMHeLrWoQ":3},{"answer":4,"createTime":5,"id":6,"options":7,"origin":11,"question":18,"related":19,"source":29,"type":30},[],"2025-04-15 11:04:31",183045615,[8,9,10,10],"不扣除桩的体积","扣除桩的体积","不扣除承台的体积",{"count":12,"courseId":13,"courseImg":14,"courseName":15,"workId":16,"workName":17},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","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",[20,31,40,49,58,67,76,85,94,103],{"answer":21,"createTime":5,"id":22,"options":23,"question":28,"source":29,"type":30},[],183045606,[24,25,26,27],"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","垂直运输有两种计算规则:()","v1",0,{"answer":32,"createTime":5,"id":33,"options":34,"question":39,"source":29,"type":30},[],183045607,[35,36,37,38],"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&le;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":41,"createTime":5,"id":42,"options":43,"question":48,"source":29,"type":30},[],183045608,[44,45,46,47],"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":50,"createTime":5,"id":51,"options":52,"question":57,"source":29,"type":30},[],183045609,[53,54,55,56],"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":59,"createTime":5,"id":60,"options":61,"question":66,"source":29,"type":30},[],183045610,[62,63,64,65],"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":68,"createTime":5,"id":69,"options":70,"question":75,"source":29,"type":30},[],183045611,[71,72,73,74],"现浇混凝土墙、板单孔面积&le;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":77,"createTime":5,"id":78,"options":79,"question":84,"source":29,"type":30},[],183045612,[80,81,82,83],"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":86,"createTime":5,"id":87,"options":88,"question":93,"source":29,"type":30},[],183045613,[89,90,91,92],"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":95,"createTime":5,"id":96,"options":97,"question":102,"source":29,"type":30},[],183045614,[98,99,100,101],"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":104,"createTime":5,"id":6,"options":105,"question":18,"source":29,"type":30},[],[8,9,10,10]]