2025年04月25日一级建造师水利工程单选题39在线免费模拟刷题　- 七彩学习网

[{"id":10405,"title":"根据相关规范，不能作为水电工程验收依据的是(    )。","stem":"","options":"可行性研究设计文件^*@*^项目开工、立项文件^*@*^合同中明确采用的规程、规范^*@*^单项工程验收报告","answer":"D","explanation":""},{"id":11470,"title":"以下属于临时性水工建筑物的是(    )。","stem":"","options":"溢洪道^*@*^主坝^*@*^电站厂房^*@*^围堰","answer":"D","explanation":""},{"id":8985,"title":"属于准公益性项目的是( )。","stem":"","options":"堤防工程^*@*^水资源保护^*@*^城市供水^*@*^大型灌区节水改造","answer":"D","explanation":"本题考核的是准公益性项目的相关知识。"},{"id":8668,"title":"弧形闸门的导轨安装及混凝土浇筑过程，正确的顺序是(    )。","stem":"","options":"浇筑闸墩混凝土、凹槽埋设钢筋、固定导轨、浇筑二期混凝土^*@*^凹槽埋设钢筋、浇筑闸墩混凝土、浇筑二期混凝土、固定导轨^*@*^凹槽埋设钢筋、浇筑闸墩混凝土、固定导轨、浇筑二期混凝土^*@*^凹槽埋设钢筋、固定导轨、浇筑闸墩混凝土、浇筑二期混凝土","answer":"C","explanation":""},{"id":10045,"title":"施工单位对所承包项目的施工质量负责，在监理单位验收前对施工质量负(    )。","stem":"","options":"部分责任^*@*^间接责任^*@*^直接责任^*@*^全面责任","answer":"D","explanation":""},{"id":10431,"title":"下列施工用电中不属于一类负荷的是(    )。","stem":"","options":"井、洞内的照明^*@*^基坑内的排水^*@*^泄洪设施^*@*^混凝土搅拌系统","answer":"D","explanation":""},{"id":9974,"title":"施工单位的施工质量与安全事故应急预案应报(    )备案。","stem":"","options":"水利部^*@*^流域机构^*@*^省级水行政主管部门^*@*^项目法人","answer":"D","explanation":""},{"id":8601,"title":"离心式泥泵与离心水泵不同之处在于(    )。","stem":"","options":"叶轮直径较小、叶片数量较小^*@*^叶轮直径较大、叶片数量较小^*@*^叶轮直径较大、叶片数量较大^*@*^叶轮直径较小、叶片数量较大","answer":"B","explanation":""},{"id":7764,"title":"在坝址、地下工程及大型边坡等勘察中，当需详细调查深部岩层性质及其构造特征时，可采用(    )。","stem":"","options":"钻探^*@*^静力触探^*@*^地球物理勘探^*@*^井探","answer":"D","explanation":""},{"id":10132,"title":"项目法人设立项目安全措施补助费的计列标准按建安工程量造价的(    )控制。","stem":"","options":"3%～7%^*@*^3‰～5‰^*@*^5%～7%^*@*^5‰～7‰","answer":"D","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":11414,"title":"根据《碾压式土石坝施工规范》(DL\/T5129-2001)，碾压式土石坝填筑时，下列关于防渗体与两岸接坡及上下游反滤料施工顺序的说法正确的是(    )。","stem":"","options":"防渗体应高于两岸接坡及上下游反滤料施工^*@*^防渗体应低于两岸接坡及上下游反滤料施工^*@*^防渗体与两岸接坡及上下游反滤料应平起施工^*@*^无所谓","answer":"C","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":10105,"title":"特大质量事故由(    )负责组织专家组进行调查。","stem":"","options":"监理单位^*@*^项目法人^*@*^质监总站^*@*^项目主管部门","answer":"C","explanation":""},{"id":9315,"title":"根据《水利水电工程标准施工招标文件》，投标人计划工期的检查属于(    )。","stem":"","options":"响应性评审标准^*@*^资格评审标准^*@*^施工组织设计评审标准^*@*^形式评审标准","answer":"A","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":10265,"title":"根据《水利水电建设工程验收规程》，竣工验收应在工程建设项目全部完成并满足一定运行条件后(    )内进行。","stem":"","options":"3个月^*@*^6个月^*@*^1年^*@*^2年","answer":"C","explanation":""},{"id":9872,"title":"施工单位应当在(    )，根据所承担的工程项目施工特点和范围，制定施工现场施工质量与安全事故应急预案，建立应急救援组织或配备应急救援人员并明确职责。","stem":"","options":"投标时^*@*^事故发生前^*@*^开工前^*@*^设计交底前","answer":"C","explanation":""},{"id":8332,"title":"钢筋接头配置在同一截面的允许百分率，焊接接头在受弯构件的受拉区不超过( )。","stem":"","options":"30%^*@*^40%^*@*^50%^*@*^80%","answer":"C","explanation":""},{"id":9251,"title":"水利建设市场主体信用信息中的基本信息不包括(    )。","stem":"","options":"名称^*@*^注册资金^*@*^业绩^*@*^财务状况","answer":"D","explanation":""},{"id":7852,"title":"对于某一个水利水电工程，按其水库总库容6亿立方米，达到大(2)型指标；按其装机容量120万kW，达到大(1)型指标；按其水库灌溉面积10万亩，达到中型指标；按其保护农田10万亩，达到小(1)型指标；综合考虑后，该水利水电工程的等级为(    )。","stem":"","options":"大(1)型^*@*^大(2)型^*@*^中型^*@*^小(1)型","answer":"A","explanation":""},{"id":10366,"title":"下列验收中，项目法人不得作为验收委员会成员的是(    )。","stem":"","options":"分部工程验收^*@*^阶段验收^*@*^单位工程验收^*@*^竣工验收","answer":"D","explanation":""},{"id":11274,"title":"根据《水电水利工程模板施工规范》(DL\/T5110-2000)，当验算模板刚度时，对结构表面外露的模板，其最大变形值不得超过模板构件计算跨度的(    )。","stem":"","options":"1／400^*@*^1／350^*@*^1／300^*@*^1／250","answer":"A","explanation":""},{"id":10970,"title":"两个以上具备承担招标项目相应能力的监理单位可以组成一个联合体承接工程建设监理业务，那么联合体的资质等级应以(    )确定。","stem":"","options":"资质等级较低的监理单位^*@*^资质等级较高的监理单位^*@*^与监理业务关系较大的监理单位^*@*^投标排名第一的监理单位","answer":"A","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":11036,"title":"工程项目划分一般分为(    )。","stem":"","options":"2级^*@*^3级^*@*^4级^*@*^5级","answer":"C","explanation":"<p>\r\n\t工程项目划分：<span style=\"line-height:1.5;\">工程开工申报及施工质量检查，一般按单位工程、分部工程、分项工程、单元工程四级进行划分。<\/span>\r\n<\/p>"},{"id":11034,"title":"工程质量检验程序一般分为(    )。","stem":"","options":"2级^*@*^3级^*@*^4级^*@*^5级","answer":"B","explanation":"工程质量检验按单位工程、分部工程和单元工程三级进行。必须时，还应增加对重要分项工程进行工程质量检验。"},{"id":8269,"title":"堆石坝碾压应采用错距法，按坝料分区、分段进行，各碾压段之间的搭接不应小于(    )。","stem":"","options":"1.0m^*@*^0.5m^*@*^2.0m^*@*^0.3m","answer":"A","explanation":""},{"id":10006,"title":"水利系统文明建设工地内部管理制度考核的主要内容是内部管理制度主要考核是否健全，(    )使用是否合理合法。","stem":"","options":"设备^*@*^建设资金^*@*^资金^*@*^施工档案","answer":"B","explanation":""},{"id":10035,"title":"《关于建立水利建设工程安全生产条件市场准人制度的通知》自( )起实施。","stem":"","options":"2002年3月9日^*@*^2003年3月9日^*@*^2004年3月9日^*@*^2005年3月9日","answer":"D","explanation":""},{"id":9301,"title":"根据《水利水电工程标准施工招标文件》，投标有效期与投标保证金有效期的关系是(    )。","stem":"","options":"前者长^*@*^后者长^*@*^相等^*@*^无法确定","answer":"B","explanation":""},{"id":9645,"title":"根据《水利水电工程标准施工资格预审文件》，资格预审申请文件的编制不包括(    )。","stem":"","options":"资格预审申请文件的组成^*@*^资格预审申请文件的编制要求^*@*^资格审查办法^*@*^资格预审申请文件的装订","answer":"C","explanation":"<p>\n\t资格预审申请文件的编制，包括：\n<\/p>\n<p>\n\t（1）资格预审申请文件的组成； <br \/>\n（2）资格预审文件的编制要求； <br \/>\n（3）资格预审申请文件的装订、签字。\n<\/p>"},{"id":9731,"title":"主管全国水利工程质量监督工作的单位是(    )。","stem":"","options":"国务院^*@*^建设部^*@*^水利部^*@*^水行政主管部门","answer":"C","explanation":""},{"id":11472,"title":"根据住房和城乡建设部《建筑业企业资质管理规定实施意见》规定，《建筑业企业资质等级标准》中涉及水利方面的资质包括(    )个。","stem":"","options":"6^*@*^7^*@*^8^*@*^9","answer":"C","explanation":""},{"id":8130,"title":"根据土的分级属于Ⅲ级土的是( )。","stem":"","options":"砂土^*@*^含少量砾石的黏土^*@*^壤土^*@*^含卵石黏土","answer":"B","explanation":"Ⅲ级土：黏土、干燥黄土、干淤泥、含少量砾石的黏土。"},{"id":10781,"title":"根据《水电工程设计概算编制规定》（2007年版），安全文明施工措施费属于(    )。","stem":"","options":"直接费^*@*^其他直接费^*@*^间接费^*@*^现场经费","answer":"B","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":7868,"title":"水下一个任意倾斜放置的矩形平面，当L表示平面的长度(m)；b表示平面的宽度(m)；γ表示流体的密度(kN／立方米)；<img src='\/files\/tkimgs\/20250101\/asIgWoH2025010101262396.png'>分别表示这一矩形平面的顶面和底面距水面的深度(m)时；则作用于该矩形平面上的静水总压力P为( ) <img src='\/files\/tkimgs\/20250101\/asEwBQP2025010101263043.png'>","stem":"","options":"2.0^*@*^0.5^*@*^0.25^*@*^1.0","answer":"B","explanation":""},{"id":11409,"title":"根据《碾压式土石坝施工规范》(DL\/T5129-2001)，在碾压式土石坝的反滤料施工过程中，干密度、颗粒级配、含泥量应每(    )取样检测1次，且每层至少1次。","stem":"","options":"200～500立方米^*@*^600～900立方米^*@*^1000～1300立方米^*@*^1400～1700立方米","answer":"A","explanation":""}]

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