2022年上半年贵州造价工程师安装计量：采暖工程考试试题.pdf

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1、2017 年上半年贵州造价工程师安装计量：采暖工程考试试题一、单项选择题（共25 题，每题 2 分，每题的备选项中，只有1 个事最符合题意）1、建筑物地下室所有墙体都应设置水平防潮层，其中一道设置在地下室墙附近，另一道设置的位置应当是（）。A室外地面散水以上150200mm 处B室内地坪以下60mm 处C垫层与地面面层之间D室外地面散水以下150200mm 处2、采用综合单价的工程量清单，将综合单价与各分部分项工程的工程量相乘可以得到各分部分项工程的_。A直接费B部分费用C全部费用D全部造价3、选择生产工艺时，最基本的标准是_。A安全可靠B先进适用C联动性好D经济合理4、项目投资估算精度要求误

2、差控制在20%以内的阶段是 _。A投资设想B机会研究C初步估算阶段D详细可行性研究5、工程量清单是招标人根据施工图纸计算的工程量，提供给投标人作为投标报价的基础，结算拨付工程款时应以_为依据。A施工图纸B工程量清单C实际工程量D规范6、城市地下贮库的布置，应处理好与交通的关系，对小城市的地下贮库起决定作用的是（）。A市内供应线长短B对外运输的车站、码头等位置C市内运输设备类型D贮库类型和重要程度7、项目规模合理化的制约因素不包括_。A投资因素B技术因素C市场因素D环境因素8、路堤的填筑应优先选用（）。A亚黏土B碎石C重黏土D粉性土9、建设项目可行性研究的技术基础是_。A市场研究B效益研究C投资

3、估算评价D技术研究10、项目可行性研究的核心部分是_。A市场研究B技术研究C效益研究D结论与建议11、途径等来确定。A工程费用B流动资金C工程造价D项目投资12、根据财政部企业会计准则建造合同中的解释，下列_不属于合同收入。A合同中规定的初始收入B合同变更形成的收入C索赔形成的收入D工程提前交工获得的销售收入13、空心墩按壁厚分为厚壁与薄壁，其中（）为厚壁。At/D1/10 Bt/D1/8 Ct/D1/12 Dt/D1/6 14、打桩机具中桩架的主要组成部分是（）。A底盘、导向杆、动力装置、滑轮组B导向杆、动力装置、滑轮组、斜撑C导向杆、底盘、滑轮组、斜撑D导向杆、动力装置、滑轮组、桩锤15、

4、投资方向调节税根据国家产业政策和项目经济规模实行差别税率。当差别税率按更新改造项目投资设计时，其税率为_。A10%B5%C15%文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1

5、A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7

6、H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10

7、S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档

8、编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9

9、S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8

10、Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3D30%16、下列选项中（）由碳素结构钢

11、轧制而成，表面光圆，其余均由低合金高强度结构钢轧制而成，外表带肋。AHPB235 钢筋BHRB335 钢筋CHRB400 钢筋DHRB500 钢筋17、根据中华人民共和国城镇国有土地使用权出让和转让暂行条例，土地使用权出让最高年限少于50 年的是 _。A工业用地B教育、科技用地C综合或其他用地D商业、旅游用地18、根据建设工程工程量清单计价规范措施项目一览表，安装工程和市政工程均可能发生的非通用项目是_。A夜间施工B已完工程及设备保护C现场施工围栏D混凝土模板与支架19、价值工程的目的是（）。A以最低的生产成本实现最好的经济效益B以最低的生产成本实现使用者所需功能C以最低的寿命周期成本实现使用

12、者所需最高功能D以最低的寿命周期成本可靠地实现使用者所需功能20、统筹安排一个工程项目的施工程序时，宜先安排的是（）。A工程量大的项目B须先期投入生产或使用的项目C施工难度大、技术复杂的项目D对技术维修影响大的项目21、在负温下直接承受动荷载的结构钢材，要求低温冲击韧性好，其判断指标为（）。A屈服点B弹性模量C脆性临界温度D布氏硬度22、关于混凝土模板及支架拆除，说法正确的是（）。A梁侧模拆除时对混凝土强度无任何要求B拆模时应先拆除承重模板，后拆除非承重模板C后张法预应力构件的侧模应在预应力钢筋张拉前拆除D同种构件的底模拆除时对混凝土的强度要求相同23、柱等上部结构的地下的延伸，是建筑物的一个

13、组成部分，它承受建筑物的全部荷载，并将其传给地基。A支基B撑基文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9

14、HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B

15、9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9

16、ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10

17、P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K

18、3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:

19、CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3C基础D房基24、_只有工程师批准后才能动用。A分包工程费用B开办费C暂定金额D管理费25、材料和设备价格

20、基础的 _就是“估算日期”。A开始日期B结束日期C截止日期D中间日期二、多项选择题（共25 题，每题 2 分，每题的备选项中，有2 个或 2 个以上符合题意，至少有 1 个错项。错选，本题不得分；少选，所选的每个选项得0.5 分）1、田近乎常压的设备进行氨渗漏试验，当达到试验压力后5min，试纸未出现 _色为合格。A红B蓝C黑D黄2、硅酸盐水泥的技术性质是其具体应用的主要依据，以下说法错误的是_。A硅酸盐水泥不宜用于海岸堤防工程B水泥的终凝时间指从加水拌和到水泥浆达到标号强度的时间C体积安定性是指水泥在硬化过程中体积不收缩的特性D水泥的净浆强度是评定水泥强度等级的依据E水泥碱含量越低越好3、用

21、控制图控制工程项目质量时，施工过程超出统计控制状态的情况有_。A连续 7 点在中心线一侧B连续 25 点中没有一点在控制线外C连续 7 点呈上升或下降趋势D连续 11 点中至少有 10 点在中心线同一侧E连续 3 点中至少有 1 点落在 2 倍标准偏差和 3 倍标准偏差控制界限之间4、根据国家标准钢筋混凝土用热轧光圆钢筋)GB 13013 和钢筋混凝土用热轧带肋钢筋 GB 1499 规定，热轧钢筋分 _四种牌号。AHRB 235 BHRB 335 CHRB 400 DHRB 500 EHRB 445 5、下列关于混凝浇筑过程中应注意的事项主要是_。A为了保证大体积混凝土的整体性，不宜分层浇筑B

22、混凝运输，浇筑及间歇时间的总和应小于其初凝时间C施工缝处二次浇筑时，应在初凝时间内进行文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:

23、CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D

24、6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9

25、HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B

26、9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9

27、ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10

28、P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3D减少水泥用量，掺和粉煤灰可防止大体积混凝土产生裂缝E采用机械振捣混凝土早期强度较

29、低6、低温不脆裂、抗拉强度高、伸长率较大等优点的防水卷材有（）。ASBS改性沥青防水卷材BAPP 改性沥青防水卷材C石油沥青纸胎油毡D聚氯乙烯防水卷材E三元乙丙橡胶防水卷材7、在一般的压缩空气站中，最广泛采用的是_空气压缩机。A离心式B轴流式C活塞式D透平式8、刚性材料防水不适用 _的建筑屋面。A没有松散材料保温层B受较大振动或冲击C无保温层D坡度大于 15%E大面积9、铝及铝合金管连接一般采用_。A法兰连接B焊接连接C丝扣连接D螺纹连接10、控制流向、调节和控制输送介质参数的管路部件，根据其功能可分为_。A关断阀B截止阀C止回阀D调节阀11、设备布置、排风量大小和生产厂房条件，除尘可分为_。

30、A就地除尘B局部除尘C分散除尘D集中除尘12、施工组织总设计是一个突出（）的文件。A全局指导性B竞争性C规划性D作业性E参考性13、工程的特点有 _。A大额性B动态性C复杂性文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编

31、码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S

32、7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y

33、9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W

34、5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A

35、9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H

36、10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S

37、9K3D组合性E层次性14、某工程双代号时标网络计划执行到第4 周末和第 10 周末时，检查其实际进度如下图前锋线所示，检查结果表明（）。A第 4 周末检查时工作B 拖后 1 周，但不影响工期B第 4 周末检查时工作A 拖后 1 周，影响工期 1 周C第 10 周末检查时工作 I 提前 1 周，可使工期提前1 周D第 10 周末检查时工作 G 拖后 1周，但不影响工期E在第 5 周到第 10 周内，工作 F 和工作 I 的实际进度正常15、有关对水喷雾灭火系统的特点及使用范围的叙述中，说法正确的有_。A该系统是在自动喷水灭火系统的基础上发展起来的，仍属于移动灭火系统的一种类型B该系统主要用于保

38、护火灾危险性大，火灾扑救难度大的专用设备或设施C该系统一般适用于工业领域中的石化、交通和电力部门D该系统不仅能够扑灭A 类固体火灾，同时由于水雾自身的电绝缘性及雾状水滴的形式不会造成液体火飞溅16、电梯安装工程中，运行速度大于2.5m/s的电梯通常有 _。A蜗杆蜗轮式减速器电梯B斜齿轮式减速器电梯C无齿轮减速器电梯D伞齿轮式减速器电梯17、项目融资的框架结构中所包括的基本模块有_。A资产所有权结构B融资结构C管理组织结构D资金结构E信用保证结构18、切割后工件相对变形小的切割方法有_。A激光切割B氢氧源切割C水射流切割D氧熔剂切割19、在我国使用最多的简支梁桥的横截面形式是由多片形梁组成的横截

39、面，其特点是_。A外形简单B制造方便C结构整体性好D工艺精美E造价低20、桩基础施工中，振动沉桩法（）。A用于卵石夹砂及紧密黏土土层B用于打钢板桩C设备构造简单，使用方便D施工速度较慢文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9

40、K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码

41、:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7

42、D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9

43、 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5

44、B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9

45、 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H1

46、0P10S9K3E施工操作安全21、油罐焊接完毕后，检查罐壁严密性试验的方法一般采用_。A煤油试漏法B化学试验法C压缩空气试验法D真空箱试验法22、1.5 人、2人。A0.4 B0.6 C0.8 D1.0 23、产生不确定性风险的原因有_。A项目数据统计偏差B通货膨胀C市场结构变化D技术进步E流通渠道24、防水混凝土包括下列的 _。A普通防水混凝土B掺外加剂防水混凝土C膨胀水泥防水混凝土D混凝土屋面瓦E沥青油毡瓦25、下列情况属于重大偏差的是_。A投标文件没有投标人授权代表签字和加盖公章B投标文件载明的招标项目交代期限低于招标文件规定期限C明显不符合技术规格、技术标准的要求D投标文件附有招标人

47、不能接受的条件E投标文件在实质上响应招标文件，但个别地方存在漏项或者提供了不完整的技术信息和数据情况文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9

48、K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码

49、:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7

50、D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9 HS8W5B9N1A9 ZE7H10P10S9K3文档编码:CU9S7D6Y8Y9