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[{"id":6677,"title":"下列文件资料中,( )是处理工程索赔的最主要依据。","stem":"","options":"合同文件^*@*^施工图纸^*@*^施工技术资料^*@*^工程投标书","answer":"A","explanation":""},{"id":6510,"title":"“计日工”是对零星项目或工作采取的一种计价方式,包括完成作业的人工、材料、施工机械以及( )。","stem":"","options":"管理费^*@*^利润^*@*^其费用的计价^*@*^规费及税金","answer":"C","explanation":""},{"id":4385,"title":"水准测量中,设A点为后视点,B点为前视点,A点的高程为45.382m,后视读数为1.202m,前视读数为1.302m,则B点的高程为( )m。","stem":"","options":"44.18^*@*^44.482^*@*^45.182^*@*^45.282","answer":"D","explanation":"根据公式得到
。"},{"id":4824,"title":"为了防止建筑物在使用过程中产生裂缝,在设计中会预留结构变形缝,下列各项中需要从基础到上部结构全部断开的是( )。","stem":"","options":"伸缩缝^*@*^沉降缝^*@*^防震缝^*@*^以上全是","answer":"B","explanation":""},{"id":6431,"title":"综合单价法全费用单价包含的内容有( )。","stem":"","options":"直接费、间接费、管理费^*@*^直接费、间接费、利润、总包服务费^*@*^直接费、间接费、利润、营业税^*@*^直接费、间接费、利润、税金","answer":"D","explanation":""},{"id":6800,"title":"施工现场选择用水源要注意下列( )要求。","stem":"","options":"选用海水沉淀后使用^*@*^选用某企业的工业废水^*@*^选用盐碱地的表面水^*@*^水质符合国家标准的规定","answer":"D","explanation":""},{"id":4971,"title":"建筑物的高度相同,其体形系数由小到大的平面形式是( )。","stem":"","options":"圆形时最小,依次为正方形、长方形以及其他组合形式^*@*^正方形最小,依次为长方形、其他组合形式,圆形最大^*@*^长方形最小,依次为正方形、其他组合形式,圆形最大^*@*^其他组合形式最小,依次为圆形、长方形,正方形最大","answer":"A","explanation":""},{"id":4968,"title":"当验算正在砌筑或砌完不久但砂浆尚未硬结,以及在严寒地区采用冻结法施工的砌体抗压强度时,砂浆强度取( )。","stem":"","options":"0MPa^*@*^2.5MPa^*@*^5MPa^*@*^7.5MPa","answer":"A","explanation":""},{"id":6784,"title":"室内非埋地明敷主干线据地面高度不得小于( )。","stem":"","options":"2.5m^*@*^3.5m^*@*^4.5m^*@*^5.5m","answer":"A","explanation":""},{"id":7303,"title":"钢筋进场时,应按照现行国家标准《钢筋混凝土用钢第2部分:热轧带肋钢筋》GB 1499.2等的规定抽取试件作( )检测,其质量必须符合有关标准的规定。","stem":"","options":"外观质量^*@*^焊接强度^*@*^力学性能^*@*^化学成分","answer":"C","explanation":""},{"id":6380,"title":"施工现场污水排放要与所在地县级以上人民政府( )部门签署协议,申领《临时排水许可证》。","stem":"","options":"市政管理^*@*^环境卫生管理^*@*^环境保护管理^*@*^建设行政主管","answer":"A","explanation":""},{"id":5938,"title":"下列属于异节奏流水施工特点的是( )。","stem":"","options":"流水步距等于流水节拍^*@*^专业工作队数目大于施工过程数目^*@*^所有施工过程在各施工段上的流水节拍均相等^*@*^不同施工过程在同一施工段上的流水节拍都相等","answer":"B","explanation":"流水步距等于各流水节拍的最大公约数,故A错误;同一施工过程在各施工段上的流水节拍相等,故C错误;不同施工过程在同一施工段上的流水节拍之间存在一个最大公约数,也就是流水步距,故D错误。"},{"id":6491,"title":"分部分项工程量清单的项目编码,应采用( )位阿拉伯数字表示。","stem":"","options":"九^*@*^十^*@*^十二^*@*^十五","answer":"C","explanation":""},{"id":5639,"title":"防水混凝土结构中迎水面钢筋保护层最小厚度应为( )。","stem":"","options":"40mm^*@*^45mm^*@*^50mm^*@*^55mm","answer":"C","explanation":""},{"id":6566,"title":"挣值法的三个成本值不包括( )。","stem":"","options":"已完成工作的预算成本^*@*^已完成工作的实际成本^*@*^计划完成工作的预算成本^*@*^计划完成工作的实际成本","answer":"D","explanation":""},{"id":4902,"title":"衡量钢筋塑性性能指标的是( )。","stem":"","options":"屈服强度^*@*^可焊性^*@*^延伸率^*@*^极限抗拉强度","answer":"C","explanation":""},{"id":5739,"title":"轻质隔墙应对( )进行复验。","stem":"","options":"木材的含水率^*@*^人造木板的甲醛含量^*@*^玻璃的强度^*@*^胶粘剂的有害物质含量","answer":"B","explanation":""},{"id":4456,"title":"丙烯酸酯类外墙涂料直接涂刷在水泥砂浆的墙体表面时,墙体表面含水率应低于( )。","stem":"","options":"0.08^*@*^0.1^*@*^0.15^*@*^0.2","answer":"A","explanation":"丙烯酸酯类外墙涂料为溶剂型涂料,直接涂刷在水泥砂浆的墙体表面时,墙体表面含水率应低于8%。"},{"id":7053,"title":"总承包单位依法将建设工程分包给其他单位的,对分包工程的安全生产责任,下列说法中正确的是( )。","stem":"","options":"由总承包单位承担责任^*@*^由分包单位承担责任^*@*^由总承包单位和分包单位承担连带责任^*@*^总承包单位和分包单位各自对建设单位负责","answer":"C","explanation":""},{"id":5806,"title":"下列木、竹面层的铺设,不符合要求的有( )。","stem":"","options":"木搁栅与墙之间应留出20mm的缝隙^*@*^当面层下铺设垫层地板时,垫层地板髓心应向下,板间缝隙不应大于3mm,与墙之间应留有8~12mm空隙^*@*^实木地板面板与墙之间应留8~12mm缝隙^*@*^实木集成地板相邻板材接头位置应错开不小于300mm距离;与墙之间应留8~12mm空隙","answer":"B","explanation":""},{"id":7139,"title":"电话总机房( )的装修材料,才符合《建筑内部装修设计防火规范》GB 50222的要求。","stem":"","options":"其顶棚应采用A级,墙面、地面及其他装修应采用不低于B1级^*@*^其顶棚和墙面应采用A级,地面及其他装修应采用不低于B1级^*@*^其顶棚应采用A级,墙面应采用不低于B1级,地面及其他装修应采用不低于B2级^*@*^其顶棚和墙面应采用A级,地面应采用不低于B1级,及其他装修应采用不低于B2级","answer":"B","explanation":""},{"id":7227,"title":"民用建筑工程施工中,下列作法不符合《民用建筑工程室内环境污染控制规范》GB 50325—2010施工要求的是( )。","stem":"","options":"室内装修所采用的稀释剂和溶剂,严禁使用苯、工业苯、石油苯、重质苯及混合苯^*@*^室内装修施工时,可用汽油进行除油和清除旧油漆作业,不得使用苯、甲苯、二甲苯^*@*^严禁在民用建筑工程室内用有机溶剂清洗施工用具^*@*^室内装修中,进行饰面人造木板拼接施工时,除芯板为E1类外,应对其断面及无饰面部进行密封处理","answer":"B","explanation":""},{"id":7540,"title":"天然大理石属于( )。","stem":"","options":"碱性沉积岩^*@*^酸性沉积岩^*@*^碱性变质岩^*@*^酸性变质岩","answer":"C","explanation":""},{"id":4421,"title":"下列材料( )是难燃材料。","stem":"","options":"石膏板^*@*^纸面石膏板^*@*^木制人造板^*@*^有机玻璃","answer":"B","explanation":"属于难燃材料的只有纸面石膏板,其为
级材料。石膏板是A级材料(不燃)、木制人造板是
级材料(可燃)。"},{"id":5455,"title":"钢筋混凝土预制桩的接桩方式不包括( )。","stem":"","options":"焊接法^*@*^法兰螺栓连接法^*@*^硫磺胶泥锚接法^*@*^高一级别混凝土锚接","answer":"D","explanation":""},{"id":6670,"title":"以下工程索赔费用组成内容中,不构成工程材料费用的项目是( )。","stem":"","options":"过早进场材料保管费^*@*^材料涨价费^*@*^改变运输方式增加费^*@*^采购人员工资","answer":"D","explanation":""},{"id":5980,"title":"在某工程网络计划中,已知工作F的总时差和自由时差分别为4d和2d,经检查发现,该工作的实际持续时间比原计划延长了6d,此时工作F的实际进度( )。","stem":"","options":"既不影响总工期,也不影响其后续工作的正常进行^*@*^不影响总工期,但将其紧后工作的开始时间推迟6d^*@*^将其后续工作的开始时间推迟4d,并使总工期延长2d^*@*^将其后续工作的开始时间推迟6d,并使总工期延长4d","answer":"C","explanation":""},{"id":6342,"title":"安全检查的评价分为( )几个等级。","stem":"","options":"好、中、差^*@*^合格、不合格^*@*^优良、合格、不合格^*@*^优良、中、合格、差","answer":"C","explanation":""},{"id":6298,"title":"当施工后不久,卷材有下滑趋势时,下列各项中做法合理的是( )。","stem":"","options":"在卷材上部离屋脊300~450mm范围内钉两排50mm长圆钉,钉眼上灌胶结料^*@*^在卷材上部离屋脊300~450mm范围内钉三排50mm长圆钉,钉眼上灌胶结料^*@*^在卷材上部离屋脊300~500mm范围内钉两排50mm长圆钉,钉眼上灌胶结料^*@*^在卷材上部离屋脊300~500mm范围内钉三排50mm长圆钉,钉眼上灌胶结料","answer":"B","explanation":""},{"id":6373,"title":"对高度在24m以上的双排脚手架,必须采用( )与建筑可靠连接。","stem":"","options":"刚性连墙件^*@*^柔性连墙件^*@*^刚性或柔性连墙件^*@*^拉筋和顶撑配合使用的连墙方式","answer":"A","explanation":""},{"id":5728,"title":"抹灰用石灰膏的熟化期、罩面用磨细石灰粉的熟化期分别不应少于( )d。","stem":"","options":"8 2^*@*^10 2^*@*^12 3^*@*^15 3","answer":"D","explanation":""},{"id":5379,"title":"采用土钉墙作支护的深基坑深度为( )。","stem":"","options":"小于12m^*@*^大于12m^*@*^小于15m^*@*^大于15m","answer":"A","explanation":""},{"id":4291,"title":"当建筑场地的施工控制网为方格网或轴线形式时,采用( )放线最为方便。","stem":"","options":"极坐标法^*@*^直角坐标法^*@*^距离交会法^*@*^方向线交会法","answer":"B","explanation":""},{"id":4613,"title":"以下关于静力压桩法施工,要求正确的是( )。","stem":"","options":"静力压桩施工一般采用分段压入、逐段接长的方法^*@*^压同一节桩时可间断进行^*@*^将桩压人土中3m左右应停止,校正桩的垂直度^*@*^当压力表数值达到预先规定值后,方可停止压桩","answer":"A","explanation":"关于静力压桩法施工,有如下要点:(1)一般都采取分段压人、逐段接长度方法;(2)先持桩压人途中1m左右后停止,矫正桩垂直度;(3)压同一节桩时应连续进行,当压力表读数达到预先规定值,便可停止压桩。综上所述,选项A符合题意。"},{"id":4326,"title":"气体放电光源中,具有光效高、光色好、功率大,可满足拍摄彩色电视要求的是( )。","stem":"","options":"荧光灯^*@*^荧光高压汞灯^*@*^金属卤化物灯^*@*^高压钠灯","answer":"C","explanation":""},{"id":5872,"title":"构件式玻璃幕墙立柱安装,正确的技术要求是( )。","stem":"","options":"立柱上、下柱之间应留有不小于15mm的缝隙^*@*^开口型材可采用长度不小于250mm的芯柱连接^*@*^闭口型材可采用长度不小于200mm的芯柱连接^*@*^立柱与主体结构之间每个受力连接部位的连接螺栓不应少于2个,螺栓直径不宜小于8mm","answer":"A","explanation":""},{"id":7283,"title":"关于强夯和强夯转换法施工,下列说法中正确的是( )。","stem":"","options":"强夯法适用于处理碎石土、砂土、粉土与黏性土、湿陷性黄土、素填土和杂填土等地基^*@*^强夯处理范围应大于建筑物基础范围,每边超出基础外缘的宽度宜为基底下设计处理深度的1\/2~2\/3,并不宜小于3m^*@*^强夯置换法的墩体材料可采用级配良好的块石、碎石、矿渣、建筑垃圾等坚硬粗颗粒材料,粒径不宜大于300mm^*@*^强夯置换墩的深度由土质条件决定,除厚层饱和粉土外,应穿透软土层,到达较硬土层上,深度不宜超过5m","answer":"B","explanation":""},{"id":4476,"title":"无垫层时,基础中纵向受力钢筋的混凝土保护层最小厚度为( )mm。","stem":"","options":"25^*@*^30^*@*^40^*@*^70","answer":"D","explanation":"有垫层时最小厚度40mm,无垫层的70mm。"},{"id":5799,"title":"《建筑装饰装修工程质量验收规范》GB 50210—2001规定,当护栏一侧距楼地面高度为5m及以上时,应使用( )。","stem":"","options":"钢化玻璃^*@*^钢化夹层玻璃^*@*^中空玻璃^*@*^夹丝玻璃","answer":"B","explanation":""},{"id":5570,"title":"在常温条件下采用自然养护方法时,主体结构混凝土浇筑完毕后,应在( )h内加以覆盖和浇水。","stem":"","options":"12^*@*^16^*@*^20^*@*^24","answer":"A","explanation":""},{"id":4741,"title":"承受均布荷载的简支钢梁,其跨中挠度
,图中截面(2)为叠合梁,假定叠合梁上下梁间无任何约束且叠合面无摩擦力,则采用截面(1)的挠度
和采用截面(2)的挠度
的关系为( )。
","stem":"","options":"
^*@*^
^*@*^
^*@*^
","answer":"C","explanation":""}]
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