2025年04月24日一级建造师水利工程单选题44在线免费模拟刷题　- 七彩学习网

[{"id":10599,"title":"根据《水利工程设计概（估）算编制规定》，水利工程设计概（估）算中的施工用水水价系指(    )的水价。","stem":"","options":"生产用水^*@*^生活用水^*@*^生产用水和生活用水^*@*^生产用水或生活用水","answer":"A","explanation":""},{"id":8816,"title":"无压引水道中采用的平水建筑物是(    )。","stem":"","options":"坝^*@*^调压室^*@*^隧洞^*@*^压力前池","answer":"D","explanation":""},{"id":9284,"title":"水利建设市场主体信用等级评分为85的属于(    )。","stem":"","options":"AAA^*@*^AA^*@*^A^*@*^BBB","answer":"B","explanation":""},{"id":9282,"title":"根据《水利水电工程标准施工招标资格预审文件》，资格预审方法应当在(    )中载明。","stem":"","options":"资格预审公告^*@*^申请人须知^*@*^资格审查办法^*@*^资格预审申请文件格式","answer":"A","explanation":""},{"id":9484,"title":"根据《水利水电工程标准施工招标文件》，提供必要的施工用地系(    )的主要义务和责任。","stem":"","options":"质量监督机构^*@*^监理人^*@*^发包人^*@*^相关水行政主管部门","answer":"C","explanation":""},{"id":10440,"title":"根据合同技术条款计量和支付规则，直接属于具体工程项目的安全文明施工措施费(    )。","stem":"","options":"包括在临时工程中^*@*^包括在安全措施费中^*@*^包括在单价中^*@*^包括在总价承包项目中","answer":"C","explanation":""},{"id":9733,"title":"水行政主管部门对工程质量进行监督管理的专职机构是(    )。","stem":"","options":"部级以上质量监督机构^*@*^建设工程质量监督机构^*@*^省级以上质量监督机构^*@*^水利工程质量监督机构","answer":"D","explanation":""},{"id":8988,"title":"工程完成建设目标的标志是( )。","stem":"","options":"生产准备^*@*^建设实施^*@*^后评价^*@*^竣工验收","answer":"D","explanation":"竣工验收是工程完成建设目标的标志，是全面考核建设成果、检验设计和工程质量的重要步骤。"},{"id":9870,"title":"国家突发公共事件应急预案体系设计为(    )个层次。","stem":"","options":"三^*@*^四^*@*^五^*@*^六","answer":"C","explanation":""},{"id":11506,"title":"作用于主坝的偶然作用荷载是(    )。","stem":"","options":"地震作用荷载^*@*^地应力^*@*^静水压力^*@*^预应力","answer":"A","explanation":""},{"id":8134,"title":"岩石根据坚固系数可分为( )级。","stem":"","options":"6^*@*^8^*@*^10^*@*^12","answer":"D","explanation":"岩石可分为12级。"},{"id":10107,"title":"(    )的处理方案，由造成事故的单位提出（必要时项目法人可委托设计单位提出），报监理单位审查、项目法人批准后实施。","stem":"","options":"一般质量事故^*@*^较大质量事故^*@*^重大质量事故^*@*^特大质量事故","answer":"B","explanation":"较大事故的处理方案，由造成事故的单位提出（必要时项目法人可委托设计单位提出），报监理单位审查、项目法人批准后实施。"},{"id":11108,"title":"国家防汛指挥机构即目前的国家防汛总指挥部的指挥长由(    )担任。","stem":"","options":"国务院副秘书长^*@*^国家发展与改革委员会负责人^*@*^国务院副总理^*@*^国务院水行政主管部门负责人","answer":"C","explanation":""},{"id":8077,"title":"硬基是由(    )构成的地基。","stem":"","options":"砂砾石^*@*^砂卵石^*@*^岩石^*@*^粉细砂","answer":"C","explanation":""},{"id":7850,"title":"用以改善河流的水流条件，调整河流水流对河床及河岸的作用以及为防护水库、湖泊中的波浪和水流对岸坡冲刷的建筑物称为(    )。","stem":"","options":"泄水建筑物^*@*^输水建筑物^*@*^整治建筑物^*@*^取水建筑物","answer":"C","explanation":""},{"id":9092,"title":"水利工程施工项目的开标中，宣布开标工作人员名单后的紧后程序是(    )。","stem":"","options":"宣布开启顺序^*@*^确认投标人法定代表人或委托代理是否到场^*@*^启封投标文件^*@*^唱标","answer":"B","explanation":""},{"id":9734,"title":"水利工程质量监督机构三级设置方式是(    )。","stem":"","options":"总站、流域分站、站^*@*^总站、中心站、站^*@*^总站、流域分站、中心站^*@*^中心站、分站、站","answer":"B","explanation":""},{"id":11454,"title":"根据《水工建筑物水泥灌浆施工技术规范》(DL\/T5148-2001)，三排孔组成的帷幕灌浆应按(    )顺序进行。","stem":"","options":"先灌注上游排孔，再灌注下游排孔，然后进行中间排孔的灌浆^*@*^先灌注下游排孔，再灌注上游排孔，然后进行中间排孔的灌浆^*@*^先灌注中间排孔，再灌注上游排孔，然后进行下游排孔的灌浆^*@*^先灌注中间排孔，再灌注下游排孔，然后进行上游排孔的灌浆","answer":"B","explanation":""},{"id":9698,"title":"质量缺陷备案资料必须按(    )的标准制备。","stem":"","options":"分部工程验收签证^*@*^单位工程验收^*@*^竣工验收^*@*^项目法人要求","answer":"C","explanation":""},{"id":10097,"title":"施工单位在近(    )年内工程发生重大及以上质量事故的，应视其整改情况决定取舍。","stem":"","options":"5^*@*^3^*@*^1^*@*^2","answer":"A","explanation":""},{"id":10043,"title":"建设项目项目法人的行政正职，对本单位的质量工作负(    )。","stem":"","options":"领导责任^*@*^间接责任^*@*^直接责任^*@*^全面责任","answer":"A","explanation":""},{"id":9088,"title":"采用邀请招标方式的，招标人至少应当向(    )以上有投标资格的法人或其他组织发出投标邀请书。","stem":"","options":"2个^*@*^3个^*@*^4个^*@*^5个","answer":"B","explanation":"采用邀请招标方式的，招标人应当向3个以上有投标资格的法人或其他组织发出投标邀请书。投标人少于3个的，招标人应当重新招标。"},{"id":11478,"title":"根据《水利水电工程预应力锚索施工规范》(DL\/T5083-2004)，锚索张拉作业时，张拉区内千斤顶出力方向(    )内严禁站人。","stem":"","options":"30度^*@*^45度^*@*^60度^*@*^75度","answer":"B","explanation":""},{"id":10445,"title":"根据《水利水电工程设计工程量计算规定》(SL328-2005)，下列关于设计工程量计算的说法正确的是(    )。","stem":"","options":"吹填工程量计算应考虑吹填土层固结沉降、吹填区地基沉降和施工期泥沙流失等因素^*@*^疏浚工程量的计算应计入开挖过程中的超挖及回淤量^*@*^混凝土结构中的钢衬工程量应单独列出^*@*^土工合成材料工程量应计人材料搭接及各种形式嵌固的用量","answer":"C","explanation":""},{"id":7913,"title":"既可用于地上，也可用于地下或水中建筑物的胶凝材料是(    )。","stem":"","options":"硅酸盐水泥^*@*^石灰^*@*^石膏^*@*^水玻璃","answer":"A","explanation":""},{"id":11188,"title":"《防汛条例》明确规定，有防汛任务的县级以上地方人民政府设立(    )。","stem":"","options":"防汛指挥部^*@*^防汛办公室^*@*^防汛协调处^*@*^防汛指导处","answer":"A","explanation":""},{"id":9464,"title":"某大型泵站工程进行主泵房底板土方开挖，其相关资料如表1F420040-2所示，则最终发包人应向承包人支付的主泵房底板土方开挖的价款应为(    )万元。<img src='\/files\/tkimgs\/20250101\/aszLASW2025010106224036.png'>","stem":"","options":"112^*@*^108^*@*^114^*@*^220","answer":"B","explanation":""},{"id":10367,"title":"水电站的最后一台（次）机组启动验收由(    )主持。","stem":"","options":"竣工验收主持单位或其委托单位^*@*^验收委员会可委托项目法人^*@*^项目法人^*@*^主管部门委托项目法人","answer":"A","explanation":""},{"id":9286,"title":"水利建设市场主体不良信息发布时间为(    )。","stem":"","options":"长期^*@*^3年^*@*^短期^*@*^不少于6个月","answer":"D","explanation":""},{"id":9729,"title":"各省、自治区、直辖市水利（水电）厅（局），设置水利工程质量监督(    )。","stem":"","options":"总站^*@*^中心站^*@*^站^*@*^流域分站","answer":"B","explanation":""},{"id":8191,"title":"浅孔爆破是指(    )的钻孔爆破。","stem":"","options":"孔径小于50mm、深度小于3m^*@*^孔径小于75mm、深度小于5m^*@*^孔径小于50mm、深度小于7.5m^*@*^孔径小于100mm、深度小于10m","answer":"B","explanation":""},{"id":10263,"title":"竣工验收委员会可以根据需要对工程质量进行抽检，抽检内容和方法由(    )。","stem":"","options":"项目法人^*@*^监理单位^*@*^验收委员会确定^*@*^项目法人商验收委员会确定","answer":"C","explanation":""},{"id":10441,"title":"根据合同技术条款计量和支付规则，超大件超过合同约定的限度时，增加的费用由(    )。","stem":"","options":"承包人承担^*@*^发包人承担^*@*^监理确定承担者^*@*^争议调解组确定承担者","answer":"B","explanation":""},{"id":11450,"title":"根据《水工建筑物水泥灌浆施工技术规范》(DL\/T5148-2001)，隧洞固结灌浆宜在该部位的回填灌浆结束(    )后进行。","stem":"","options":"5d^*@*^6d^*@*^7d^*@*^8d","answer":"C","explanation":"隧洞混凝土衬砌段的灌浆，应按先回填灌浆后固结灌浆的顺序进行。回填灌浆应在衬砌混凝土达70%设计强度后进行，固结灌浆宜在该部位的回填灌浆结束7d后进行。"},{"id":8311,"title":"在高峰强度持续时间短时，骨料生产能力根据(    )确定。","stem":"","options":"开采量^*@*^储存量^*@*^混凝土浇筑强度^*@*^累计生产、使用量","answer":"D","explanation":""},{"id":11167,"title":"《水土保持法》规定，在(    )度以上坡地植树造林，应当采取水土保持措施。","stem":"","options":"3^*@*^5^*@*^10^*@*^15","answer":"B","explanation":""},{"id":9877,"title":"生产经营规模较小，可以不建立应急救援组织的，应当指定(    )应急救援人员。","stem":"","options":"专职的^*@*^临时的^*@*^兼职的^*@*^专业的","answer":"C","explanation":""},{"id":9644,"title":"《水利水电工程标准施工招标文件》中编列的技术标准和要求（合同技术条款）(    )。","stem":"","options":"必须不加修改引用^*@*^仅供参考^*@*^一般规定部分强制使用^*@*^计量和支付部分强制使用","answer":"B","explanation":""},{"id":9257,"title":"水工建筑物基础处理工程专业承包三级企业可以承担(    )。","stem":"","options":"各类水工建筑物基础处理工程的施工^*@*^单项合同额1500万元以下的水工建筑物基础处理工程的施工^*@*^单项合同额1000万元以下的水工建筑物基础处理工程的施工^*@*^单项合同额500万元以下的水工建筑物基础处理工程的施工","answer":"D","explanation":""},{"id":8596,"title":"在堤外无滩且易受水冲刷的重要堤段，常采用(    )。","stem":"","options":"坡式护岸^*@*^墙式护岸^*@*^坝式护岸^*@*^平顺护岸","answer":"B","explanation":""},{"id":11457,"title":"根据《混凝土面板堆石坝施工规范》(DL\/T5128-2001)，混凝土面板堆石坝的面板与趾板混凝土若采用溜槽输送入仓时，溜槽入口处坍落度宜控制在(    )。","stem":"","options":"3～6cm^*@*^8～12cm^*@*^13～17cm^*@*^18～22cm","answer":"A","explanation":"施工中应控制入槽混凝土的坍落度在3～6cm，振捣器应在滑模前50cm处进行振捣。"},{"id":10364,"title":"项目竣工验收合格后，方可投入使用。对未经验收或验收不合格就交付使用的，要追究(    )的责任，造成重大损失的，要追究其法律责任。","stem":"","options":"上级主管部门^*@*^项目法定代表人^*@*^管理单位^*@*^移交和接受单位","answer":"B","explanation":""},{"id":7863,"title":"某混凝土衬砌有压隧洞中心线高程65.0m，地下水位78.2m，外水压力折减系数取0.45，则作用于衬砌上的外水压力强度标准值为( )kN\/平方米。","stem":"","options":"5.94^*@*^58.27^*@*^6.60^*@*^64.75","answer":"B","explanation":""},{"id":9523,"title":"根据《水利水电工程标准施工招标文件》，监理人未按合同规定的期限发出开工通知，承包人有权提出延长工期的要求，由此增加的费用和工期延误责任由(    )承担。","stem":"","options":"发包人^*@*^承包人^*@*^设计单位^*@*^监理人","answer":"A","explanation":""}]

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