2022年建筑工程材料员试题 .pdf
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1、陕西省 20XX 年建筑工程材料员试题本卷共分为 1 大题 50 小题,作答时间为180 分钟,总分 100 分,60分及格。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、硅灰需水量比为 _左右,若掺量过大,将会使水泥浆变得十分黏稠。A114%B120%C134%D145%2、下列描述中正确的是 _。A软件工程只是解决软件项目的管理问题B软件工程主要解决软件产品的生产率问题C软件工程的主要思想是强调在软件开发过程中需要应用工程化原则D软件工程只是解决软件开发中的技术问题3、一般胶粘剂是用 _的名称来命名的。A黏料B固化剂C稀释剂D填料4、测试混凝土静力受压
2、弹性模量时标准试件的尺寸为_。A150mm150mm150mm B40mm40mm160mm C70.7mm70.7mm70.7mm D150mm150mm300mm 5、下列选项中,关于粉煤灰砖尺寸偏差,说法不正确的是_。A优等品的长度允许偏差为2mm B一等品的长度允许偏差为3mm C合格品的长度允许偏差为4mm D优等品的高度允许偏差为2mm 6、对混凝土的要求不包括 _。A和易性B耐久性C经济性D适用性7、由轻骨料配制成的 _,一般具有良好的吸声性能,故也可作吸音砂浆用。A耐酸砂浆B防水砂浆C保温砂浆D耐碱砂浆8、铸铁制品、卫生陶瓷、散热器、石材制品等应入_保管。A库房B库棚C料场D特
3、殊库房9、混凝土是脆性材料,抗拉强度为抗压强度的_。A1/101/5 B1/151/10 C1/201/15 D1/201/10 10、对于同一验收批砌筑砂浆的试块强度,当各组试块的平均抗压强度值大于设计强度等级值,其最小值应大于或等于 _倍砂浆的设计强度等级值,可评为合格。A0.50 B0.60 C0.65 D0.75 11、烧结多孔砖、空心砖砌体的砂浆稠度为_。A3050mm B5070mm C6080mm D7090mm 12、下列选项中,不属于按凝结时间分类的减水剂的类型是_。A引气型B标准型C早强型D缓凝型13、下列选项中,不属于工艺损耗的是_。A操作损耗B余料损耗C废品损耗D运输损
4、耗14、粉煤灰粒径多在 _以下,不用粉磨就可直接用做混凝土的掺和料。A45m B48m C50m D55m 15、加气混凝土主要用于 _。A承重结构B承重结构和非承重结构C非承重保温结构D承重保温结构16、下列选项中,不属于对入库材料进行验收的作用的是_。A区分责任B维护企业权益C为保管提供依据D为填制单据提供依据17、能耗高,冶炼时间长,成本高的炼钢方法是_。文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K
5、5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6
6、D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4
7、T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X
8、1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:C
9、K6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 H
10、X4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT
11、4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2A转炉炼钢法B坩埚炼钢法C平炉炼钢法D电弧炼钢法18、在试配混凝土时,发现混凝土拌和物黏聚性太差。为改善其黏聚性,可采取的方法是 _。A增加细砂量B增大砂率C减少砂率D减少细砂量19、适用于输送各种液、气、粉、粒状物资的运输方式是_。A水路运输B管道运输C铁路运输D公路运输20、提高混凝土强度最有效的途径是_。A采用高强度水泥B加入减水剂和早强剂C降低水灰比D采用机械搅拌与振捣21、工程用料的发放,包括大宗材料、主要材料及成品、半成品材料,凡属于工程用料的必须以 _作为发料依据。A工程暂供用料单
12、B工程暂设用料申请单C材料调拨单D限额领料单22、最能体现混凝土拌和物施工能力的性质的是_。A流动性B黏聚性C保水性D凝聚性23、强度等级为 MU30 的粉煤灰砖的 10 块平均抗压强度值大于等于_。A30.0MPa B25.0MPa C20.0MPa D15.0MPa 24、材料供应部门对施工生产单位实行“三包”,三包指的是 _。A包供应、包退换、包回收B包供应、包质、包维修C包进度、包退换、包回收D包维修、包退换、包量25、能够改善混凝土耐久性的外加剂为_。A早强剂B引气剂文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7
13、HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 Z
14、T4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编
15、码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S
16、7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1
17、 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文
18、档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y
19、8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2C缓凝剂D速凝剂二、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、下列选项中,关于材料消耗定额管理的作用,说法正确的是_。A材料消耗定额管理是编制材料计划的依据B材料消耗定额管理是控制材料消耗的依据C材料消耗定额管理是推行经济责任制的重要条件D材料消耗定额管理是加强经
20、济核算的依据E材料消耗定额管理是提高经营管理水平的重要手段2、下列选项中,关于砌筑砂浆的叙述,说法不正确的是_。A砂浆的强度等级以边长为150mm 的立方体试块在标准养护条件下养护28d的抗压强度平均值确定B砂浆抗压强度越高,它与基层的黏结力越大C水泥混凝土砂浆配合比中,砂浆的试配强度按fm,0=f 设计强度+1.645计算D砌筑在多孔吸水底面的砂浆,其强度大小与水灰比有关E砂浆配合设计中水泥的用量不得低于200kg/m3 3、下列四个图中,表示钢筋的冷弯性能最差的是()A.B.C.D.4、工程耗料是指包括 _等的耗料程序,根据领料凭证(任务书)所发出的材料经核算后,对照领料单进行核实,并按实
21、际工程进度计算材料的实际耗料数量。A大堆材料B主要材料C成品D半成品E可利用的剩余材料5、采购业务谈判的内容包括_。A材料的数量和价格B材料的质量标准和验收方法C材料的运输方法D材料的名称、品种、规格和型号E材料的加工方法6、下列选项中,与混凝土的抗渗性无关的是_。A水的用量B内部孔隙的大小C密实度D水泥用量E内部孔隙的构造7、下列选项中,关于砂浆组成材料的配料精确度应满足的规定,说法正确的是文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX
22、4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4
23、X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:
24、CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7
25、HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 ZT4X1K5Z1C2文档编码:CK6D10C8Y8S7 HX4T9T1U7X1 Z
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