2017年江苏省造价工程师安装计量:安装工程计量考试题.pdf
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1、2017 年江苏省造价工程师安装计量:安装工程计量考试题一、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、建筑物雨篷结构的外边线至外墙结构外边线的宽度超过m 者,应按雨篷结构板水平投影面积的1/2 计算。ABCD2、根据财政部企业会计准则建造合同中的解释,以下_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3、某工程本月按照预算价格应结算的工程款为1000万元,已知本月人工单价较基期上涨了 1.0%,人工费在总费用中所占比重为15%,材料价格上涨了20%,材料费在总费用中所占比重为40%,则本月应结算的工程价
2、款是_万元。A1120B1050C1085D1095 4、某工程按全等节拍流水组织施工,共分4 道施工工序,3 个施工段,估计工期为 72 天,则其流水节拍应为。A6 天B9 天C12 天D18 天5、_适用于一般工程建设用地。A协议方式B公开拍卖C招标方式D无偿赠予6、在基础施工中发现地下障碍物,需对原工程设计进行变更,变更导致合同价款的增减及造成的承包商损失应由_承担。A建设单位B建设单位、承包商C承包商D工程设计单位7、寿命周期成本评价有助于增强项目的_能力。A竞争B抗风险C延续D调控8、系数估算法也称为 _法,它是以拟建项目的主体工程费或主要设备费为基数,以其他工程费与主体工程费的百分
3、比为系数估算项目总投资的方法。A能力估算B能力指数C规模指数D因子估算9、为缩短总工期,应该采取措施缩短双代号网络计划中。A总时差最大的工作的持续时间B自由时差为零的工作的持续时间C关键线路上某一项或几项工作的持续时间D所有非关键线路的持续时间10、按照生产能力指数法(x,f=1.1),如将设计中的化工生产系统的生产能力提高到三倍,投资额将增加_。A118.9%B158.3%C164.9%D191.5%11、推行工程量模式,目的是适应我国建筑市场发展的要求和国际市场竞争的需要,逐步与国际惯例接轨。A预算计价B动态计价C清单计价D静态计价12、已知某项目计息周期为3 个月,名义年利率为 12%,
4、则项目的有效年利率为。A12.55%B12.68%C12.36%D12%13、以下关于建设工程索赔程序的说法,正确的选项是_。A设计变更发生后,承包人应在28 天内向发包人提交索赔通知B索赔事件在持续进行,承包人应在事件终了后立即提交索赔报告C索赔意向通知发出后的14天内,承包人应向工程师提交索赔报告及有关资料D工程师在收到承包人送交的索赔报告的有关资料后28 天内未予答复或未对承包人进一步要求,视为该项索赔已被认可14、柱等上部结构的地下的延伸,是建筑物的一个组成部分,它承受建筑物的全部荷载,并将其传给地基。A支基B撑基C基础文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T
5、9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R
6、2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T
7、9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R
8、2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T
9、9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R
10、2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T
11、9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3D房基15、支撑系统包括支撑和屋盖支撑两大部分。A石体B柱间C地基D架木16、窗口和墙垛等处的砖符合模数,满足上下错缝要求,应采用的砌砖工艺过程是。A抄平放线B盘角、挂线C摆砖D立皮数杆17、在双代号时标网络计划图中,用波形线将实线部分与其紧后工作的开始节点连接起来,用以表示工作。A总时差B自由时差C虚工作D时间间隔18、流水施工的基本组织方式包括。A无节奏流水施工、有节奏流水施B异节奏流水施工、等节奏流水施工C无节奏流水
12、施工、异节奏流水施D等节奏流水施工、无节奏流水施工19、指数按其 _不同,分为综合指数和平均数指数。A所反映的现象范围B所编制的方法C所反映的现象性质D所采用的基期20、建设项目投资偏差分析中的拟完工程计划投资可以表示为_。A拟完工程计划投资计划单价已完工程量B拟完工程计划投资实际单价已完工程量C拟完工程计划投资计划单价拟完工程量D拟完工程计划投资实际单价拟完工程量21、以下项目中,需由政府审批可行性研究报告的项目是_。A政府投资补助的企业投资项目B政府贷款贴息的企业投资项目C政府采用资本金注入方式的投资项目D政府限制类的不使用政府投资资金的企业投资项目22、场地平整前,确定场地平整的施工方案
13、的首要任务是。A确定场地内外土方的调配方案B计算挖方和填方的工程量C明确场地的设计标高D拟定施工方法与施工进度23、计算预制混凝土楼梯工程量时,应扣除。文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1
14、A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码
15、:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1
16、A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码
17、:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1
18、A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码
19、:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3A构件内钢筋所占体积B空心踏步板空洞体积C构件内预埋铁件所占体积D单个 300mm300mm 以内孔洞体积24、项目管理费不包括的项目是_。A总部人员的薪金和福利费B开工试车费C零星杂项费用D各种酬金25、外
20、表光滑的主要原因是石膏。A凝固时体积略有膨胀B凝固时体积收缩C具有可塑性D水化反应后密度小二、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,此题不得分;少选,所选的每个选项得0.5 分1、温度、压力及法兰密封面的形式,可分为_。A橡胶垫片B塑料垫片C金属垫片D玻璃垫片2、采用台座法生产预应力混凝土构件时,预应力筋锚固在台座横梁上,台座承受全部预应力的拉力,古台座应有足够的 _以防止因台座变形,倾覆和滑移而引起预应力的损失。A强度B蒸汽养护槽C刚度D稳定性E传递过程3、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
21、性E参考性4、根据建筑工程工程量清单计价标准的规定,探伤工程量的计算方法是 _。A管材外表超声波探伤根据项目特征,以“m”为计量单位,按规定或设计技术要求计算B焊缝 X 光探伤应根据项目特征,以“张”为计量单位,按规定或设计要求计算C焊缝丁射线探伤应根据项目特征,以“m2”为计量单位,按规定或设计要求计算D焊缝超声波、磁粉及渗透探伤,应根据项目特征,以“口”为计量单位文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K
22、8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V
23、4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K
24、8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V
25、4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K8J4Z3文档编码:CF2K3L5R2V4 HG2C3V1A7D4 ZL7T9K
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