2025年04月25日一级建造师水利工程单选题49在线免费模拟刷题　- 七彩学习网

[{"id":10758,"title":"根据《水利工程设计概（估）算编制规定》，企业管理费属于(    )。","stem":"","options":"直接费^*@*^其他直接费^*@*^间接费^*@*^现场经费","answer":"C","explanation":""},{"id":11006,"title":"水利工程施工中，后续单元工程凭(    )方可开工。","stem":"","options":"分部工程开工申请获批^*@*^监理机构签发的上一单元工程施工质量合格证明^*@*^上一单元工程自检合格证明^*@*^质量监督部门签发的上一单元工程施工质量合格证明","answer":"B","explanation":""},{"id":8016,"title":"适用于河谷狭窄、两岸地形陡峻、山岩坚实的山区河流的导流方法是(    )。","stem":"","options":"涵管导流^*@*^永久建筑物导流^*@*^隧洞导流^*@*^束窄河床导流","answer":"C","explanation":""},{"id":8553,"title":"在堤防工程中，砂砾料压实时，洒水量宜为填筑方量的(    )。","stem":"","options":"10%～20%^*@*^20%～30%^*@*^20%～40%^*@*^30%～40%","answer":"C","explanation":""},{"id":11449,"title":"根据《水利水电工程预应力锚索施工规范》(DL\/T5083-2004)，水利水电工程预应力锚索施工，钢绞线必须采用(    )下料。","stem":"","options":"电弧^*@*^乙炔焰^*@*^切割机^*@*^以上三种方式均可用","answer":"C","explanation":""},{"id":9462,"title":"某钻孔灌浆工程需进行压水试验，其相关资料见表1F420040-3，则发包人应向承包人支付压水试验合同价款(    )元。<img src='\/files\/tkimgs\/20250101\/asfDLKQ2025010106223218.png'>","stem":"","options":"12000^*@*^13300^*@*^11200^*@*^12500","answer":"C","explanation":""},{"id":11106,"title":"江河、湖泊在汛期安全运用的上限水位称为(    )。","stem":"","options":"设计洪水位^*@*^保证水位^*@*^校核洪水位^*@*^警戒水位","answer":"B","explanation":""},{"id":9227,"title":"根据水利工程施工项目招标投标有关规定，评标时所依据的评标标准和方法系(    )。","stem":"","options":"招标文件中已载明的^*@*^评委现场制定的^*@*^招标人会同评委在预备会上讨论通过的^*@*^招标人会同投标人商定的","answer":"A","explanation":""},{"id":8176,"title":"土石方平衡调配是否合理的主要判断指标是( )。","stem":"","options":"运输费用^*@*^质量^*@*^时间平衡^*@*^数量平衡","answer":"A","explanation":"土石方平衡调配是否合理的主要判断指标是运输费用，费用花费最少的方案就是最好的调配方案。"},{"id":8947,"title":"招标设计属水利工程建设程序的(    )。","stem":"","options":"初步设计阶段^*@*^施工图设计阶段^*@*^生产准备阶段^*@*^施工准备阶段","answer":"D","explanation":""},{"id":9082,"title":"根据《水利工程建设项目招标投标管理规定》（水利部令第14号），两个或两个以上的法人或其他组织组成联合体投标的，其资质（资格）等级应当按(    )确定。","stem":"","options":"资质较低的单位^*@*^资质较高的单位^*@*^联合体各成员资质的中值^*@*^招标人的意愿","answer":"A","explanation":""},{"id":10095,"title":"施工单位进行工程分包时，分包部分不宜超过合同工作量的( )。","stem":"","options":"20%^*@*^\t50%\r^*@*^30%^*@*^25%","answer":"C","explanation":""},{"id":10034,"title":"某水利工程发生安全事故导致7人死亡，该事故等级应为(    )。","stem":"","options":"Ⅰ级^*@*^Ⅱ级^*@*^Ⅲ级^*@*^Ⅳ级","answer":"C","explanation":""},{"id":9738,"title":"根据水利部《堤防工程建设管理暂行办法》规定，有关防洪标准，建筑物级别，规模、基础处理、防渗、防冲方案等，未经(    )批准不得作任意修改和变更。","stem":"","options":"所在地主管部门^*@*^原审批机关^*@*^上级主管部门^*@*^省级以上主管部门","answer":"B","explanation":""},{"id":8131,"title":"围岩总评分T≤25的围岩属于( )。","stem":"","options":"Ⅳ类：不稳定围岩^*@*^Ⅴ类：极不稳定围岩^*@*^Ⅱ类：基本稳定围岩^*@*^Ⅰ类：稳定围岩","answer":"B","explanation":"围岩总评分T≤25的围岩属于Ⅴ类：极不稳定围岩。"},{"id":10777,"title":"某水利工程人工预算单价中级工5.0元／工时，柴油3.2元\/kg，台时一类费用调整系数1.0（已知定额查得第一类费用：42.67元／台时；第二类费用：2.4工时／台时，柴油10.6kg\/台时），则该74kW推土机的台时费为(    )元／台时。","stem":"","options":"42.67^*@*^45.92^*@*^88.59^*@*^109.65","answer":"C","explanation":""},{"id":8192,"title":"推土机用于开挖与推运土料时，其运距不宜超过(    )。","stem":"","options":"60m^*@*^50m^*@*^100m^*@*^150m","answer":"A","explanation":""},{"id":9463,"title":"某土石坝开挖工程量为10万立方米，经现场测量土石方体积比约为3:7；已知发包人并未要求对土石坝的表土和岩石分开开挖，且合同中该部位土方、石方开挖单价分别为10元／立方米、20元\/立方米，则该部分土石坝开挖的结算价款应为(    )万元。","stem":"","options":"100^*@*^170^*@*^200^*@*^300","answer":"B","explanation":""},{"id":7973,"title":"以下属于水工建筑物永久作用荷载的是(    )。","stem":"","options":"地震作用荷载^*@*^预应力^*@*^静水压力^*@*^扬压力","answer":"B","explanation":""},{"id":10203,"title":"工程验收前，项目法人应委托( )以上水行政主管部门认定的水利工程质量检测单位对工程质量进行一次抽检，检测项目和数量由( )确定，工程质量检测所需费用由( )列支。","stem":"","options":"省级&nbsp;&nbsp; 项目法人&nbsp;&nbsp; 项目法人^*@*^省级&nbsp;&nbsp; 质量监督部门&nbsp;&nbsp; 项目法人^*@*^市级&nbsp;&nbsp; 质量监督部门&nbsp;&nbsp; 项目法人^*@*^市级&nbsp;&nbsp; 质量检测单位&nbsp;&nbsp; 质量监督部门","answer":"B","explanation":""},{"id":9312,"title":"根据《水利水电工程标准施工招标文件》，在综合评估法初步评审和详细评审中，均需评审的因素包括(    )。","stem":"","options":"营业执照^*@*^项目经理资格^*@*^投标人业绩^*@*^施工组织设计","answer":"C","explanation":""},{"id":8071,"title":"为减小地基渗流量或降低扬压力，主要采用(    )。","stem":"","options":"帷幕灌浆^*@*^接触灌浆^*@*^接缝灌浆^*@*^固结灌浆","answer":"A","explanation":"帷幕灌浆是用浆液灌入岩体或土层的裂隙、孔隙，形成防水幕，以减小渗流量或降低扬压力的灌浆。"},{"id":8948,"title":"初步设计概算静态总投资超过可行性研究报告相应估算静态总投资15%以上(含15%)时，必须重新编制(    )。","stem":"","options":"项目建议书^*@*^可行性研究报告^*@*^初步设计报告^*@*^专题分析报告","answer":"B","explanation":""},{"id":11271,"title":"根据《水电水利工程模板施工规范》(DL\/T5110-2000)，混凝土浇筑过程中，模板的形状及位置与设计线的偏差不超过模板安装允许偏差绝对值的(    )倍。","stem":"","options":"1.2^*@*^1.3^*@*^1.4^*@*^1.5","answer":"D","explanation":""},{"id":11035,"title":"水力发电工程施工中，承建单位在下列工程开工前应向监理机构报送施工组织设计的是(    )。","stem":"","options":"单位工程^*@*^分部工程^*@*^分项工程^*@*^单元工程","answer":"A","explanation":""},{"id":11452,"title":"根据《水工建筑物水泥灌浆施工技术规范》(DL\/T5148-2001)，隧洞混凝土衬砌段的灌浆，应按(    )的顺序进行。","stem":"","options":"先回填灌浆后固结灌浆^*@*^先固结灌浆后回填灌浆^*@*^同时进行^*@*^无所谓","answer":"A","explanation":""},{"id":8555,"title":"在堤身压实作业中，分段、分片碾压的相邻作业面搭接碾压宽度，平行堤轴线方向不应(    )。","stem":"","options":"大于0.5m^*@*^小于0.5m^*@*^等于0.5m^*@*^等于0.3m","answer":"B","explanation":""},{"id":10559,"title":"根据《水利工程设计概（估）算编制规定》，夜间施工增加费属于(    )。","stem":"","options":"直接费^*@*^其他直接费^*@*^间接费^*@*^现场经费","answer":"B","explanation":""},{"id":9583,"title":"根据《水利水电工程标准施工招标文件》，承包人为临时工程设计及施工需要进行的补充地质勘探，其费用由(    )承担。","stem":"","options":"发包人^*@*^承包人^*@*^勘察设计单位^*@*^监理人根据情况确定","answer":"B","explanation":"承包人为其临时工程设计及施工的需要进行的补充地质勘探，其费用由承包人承担。"},{"id":10194,"title":"单位工程质量合格时，外观质量得分率达到(    )以上；单位工程质量优良时，外观质量得分率达到(    )以上。","stem":"","options":"50%，70%^*@*^50%，80%^*@*^70%，85%^*@*^80%，100%","answer":"C","explanation":""},{"id":9256,"title":"水工金属结构制作与安装工程专业承包一级企业，资质标准要求企业净资产至少应为(    )。","stem":"","options":"500万元^*@*^1000万元^*@*^1200万元^*@*^1500万元","answer":"C","explanation":""},{"id":9405,"title":"根据《水利水电工程标准施工招标文件》，工程的实际进度与合同进度计划不符时，应编制修订进度计划。若是由于承包人的责任造成实际进度滞后，则修订进度计划应由(    )编制；若是由于发包人的责任造成实际进度滞后，则修订进度计划应由(    )编制。","stem":"","options":"承包人，承包人^*@*^发包人，发包人^*@*^承包人，监理人^*@*^监理人，监理人","answer":"A","explanation":""},{"id":9483,"title":"根据《水利水电工程标准施工招标文件》，提供现场测量基准资料系(    )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":10626,"title":"根据《水利建筑工程预算定额》，挖掘机挖土自卸汽车运输章节适用于(    )类土。","stem":"","options":"Ⅰ^*@*^Ⅱ^*@*^Ⅲ^*@*^Ⅳ","answer":"C","explanation":""},{"id":9790,"title":"安全生产监督机构以及安全生产监督人员应当经(    )考核合格。","stem":"","options":"流域机构^*@*^市级政府^*@*^省级政府^*@*^水利部","answer":"D","explanation":"安全生产监督机构以及安全生产监督人员应当经水利部考核合格。"},{"id":11033,"title":"施工进度计划的编制单位是(    )。","stem":"","options":"建设单位^*@*^设计单位^*@*^监理单位^*@*^承建单位","answer":"D","explanation":""},{"id":8930,"title":"水利基本建设项目根据其建设规模和投资额分为(    )。","stem":"","options":"大型和小型^*@*^大型和中小型^*@*^大中型和小型^*@*^大型、中型和小型","answer":"C","explanation":""},{"id":7919,"title":"69.混凝土配合比中，水灰比是指(    )。","stem":"","options":"水泥与水用量之比^*@*^水泥与细骨料用量之比^*@*^水泥与骨料用量之比^*@*^水泥浆与骨料用量之比","answer":"A","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":10165,"title":"承担工程项目(    )设计的设计单位是工程项目的总体设计单位。","stem":"","options":"单项工程^*@*^主体工程^*@*^分项工程^*@*^单位工程","answer":"B","explanation":""},{"id":10041,"title":"施工单位在工程项目现场的行政负责人对本单位在工程建设中的质量负(    )。","stem":"","options":"直接领导责任^*@*^间接领导责任^*@*^技术责任^*@*^间接责任","answer":"A","explanation":""},{"id":9665,"title":"发生水利工程质量较大、重大、特大事故时，向有关单位提出书面报告的时限为(    )。","stem":"","options":"12小时^*@*^24小时^*@*^48小时^*@*^4小时","answer":"C","explanation":""},{"id":9079,"title":"工程量清单应由(    )提供。","stem":"","options":"政府部门^*@*^监理单位^*@*^招标人^*@*^投标人","answer":"C","explanation":""},{"id":11062,"title":"《水库工程管理设计规范》(SL106-96)规定，山丘区大型水库工程下游从坝脚线向下的管理范围为(    )。","stem":"","options":"不少于100m^*@*^不少于150m^*@*^不少于200m^*@*^不少于250m","answer":"C","explanation":""},{"id":9224,"title":"国家对建筑业企业的管理方式是实行(    )。","stem":"","options":"资质管理^*@*^等级管理^*@*^行业管理^*@*^注册管理","answer":"A","explanation":""},{"id":10771,"title":"根据《水利工程设计概（估）算编制规定》，人工费属于(    )。","stem":"","options":"直接费^*@*^其他直接费^*@*^间接费^*@*^现场经费","answer":"A","explanation":""},{"id":9325,"title":"项目法人分包管理职责是以下内容，除(    )之外。","stem":"","options":"审核分包内容^*@*^审核分包单位资质^*@*^指定分包商^*@*^监督检查分包合同实施，防止再次分包","answer":"C","explanation":""},{"id":10008,"title":"水利工程建设发生重大质量与安全事故后，必须迅速、有效地实施先期处置，防止事故进一步扩大的单位是(    )。","stem":"","options":"项目法人^*@*^施工单位^*@*^监理^*@*^工程参建单位","answer":"D","explanation":""},{"id":8364,"title":"平行于坝轴线方向的缝称为(    )。","stem":"","options":"纵缝^*@*^斜缝^*@*^错缝^*@*^横缝","answer":"A","explanation":""}]

单选题

1 / 0

1 、标题

A 内容

00:00:00