《建筑材料试验检测》试题（B卷）uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX单位 姓名 准考证号 成绩uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX一、单项选择题uâMßö$Øbbs.3c3t.comn7M^LÚX
（30题/15分）uâMßö$Øbbs.3c3t.comn7M^LÚX1、复合水泥在水泥分类中属于uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
。uâMßö$Øbbs.3c3t.comn7M^LÚXA、专用水泥uâMßö$Øbbs.3c3t.comn7M^LÚX
B、特性水泥uâMßö$Øbbs.3c3t.comn7M^LÚX
C、通用水泥uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX2、硅酸盐水泥在生产过程中，萤石是一种uâMßö$Øbbs.3c3t.comn7M^LÚX
BuâMßö$Øbbs.3c3t.comn7M^LÚX
。uâMßö$Øbbs.3c3t.comn7M^LÚXA、助磨剂uâMßö$Øbbs.3c3t.comn7M^LÚX
B、矿化剂uâMßö$Øbbs.3c3t.comn7M^LÚX
C、调凝剂uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX3、水泥试件养护水池中的水uâMßö$Øbbs.3c3t.comn7M^LÚX
BuâMßö$Øbbs.3c3t.comn7M^LÚX
天要更换一次。uâMßö$Øbbs.3c3t.comn7M^LÚXA、10uâMßö$Øbbs.3c3t.comn7M^LÚX
B、14uâMßö$Øbbs.3c3t.comn7M^LÚX
C、28uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX4、目前国产硅酸盐水泥的最高强度等级为uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
级。uâMßö$Øbbs.3c3t.comn7M^LÚXA、42.5uâMßö$Øbbs.3c3t.comn7M^LÚX
B、52.5uâMßö$Øbbs.3c3t.comn7M^LÚX
C、62.5uâMßö$Øbbs.3c3t.comn7M^LÚX
D、72.5uâMßö$Øbbs.3c3t.comn7M^LÚX5、进入工地料库的袋装水泥取样检验时，每批应从不少于uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
袋中抽取。uâMßö$Øbbs.3c3t.comn7M^LÚXA、5uâMßö$Øbbs.3c3t.comn7M^LÚX
B、10uâMßö$Øbbs.3c3t.comn7M^LÚX
C、20uâMßö$Øbbs.3c3t.comn7M^LÚX
D、30uâMßö$Øbbs.3c3t.comn7M^LÚX6、用水筛法检验水泥细度时，喷头水压应为uâMßö$Øbbs.3c3t.comn7M^LÚX
AuâMßö$Øbbs.3c3t.comn7M^LÚX
±0.02MPa。uâMßö$Øbbs.3c3t.comn7M^LÚXA、0.05uâMßö$Øbbs.3c3t.comn7M^LÚX
B、0.1uâMßö$Øbbs.3c3t.comn7M^LÚX
C、0.15uâMßö$Øbbs.3c3t.comn7M^LÚX
D、0.20uâMßö$Øbbs.3c3t.comn7M^LÚX7、水泥胶砂强度检验(ISO法)灰砂比为：uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
。uâMßö$Øbbs.3c3t.comn7M^LÚXA、1：2uâMßö$Øbbs.3c3t.comn7M^LÚX
B、1：2.5uâMßö$Øbbs.3c3t.comn7M^LÚX
C、1:3uâMßö$Øbbs.3c3t.comn7M^LÚX
D、1:4uâMßö$Øbbs.3c3t.comn7M^LÚX8、水泥胶砂试件进行抗压强度试验时，试件受压面积为： BuâMßö$Øbbs.3c3t.comn7M^LÚX
。uâMßö$Øbbs.3c3t.comn7M^LÚXA、40㎜×62.5㎜uâMßö$Øbbs.3c3t.comn7M^LÚX
B、40㎜×40㎜uâMßö$Øbbs.3c3t.comn7M^LÚX
C、40㎜×50㎜uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX9、如想了解水泥粗细颗粒级配情况，应采用uâMßö$Øbbs.3c3t.comn7M^LÚX
DuâMßö$Øbbs.3c3t.comn7M^LÚX
法。uâMßö$Øbbs.3c3t.comn7M^LÚXA、负压筛uâMßö$Øbbs.3c3t.comn7M^LÚX
B、水筛uâMßö$Øbbs.3c3t.comn7M^LÚX
C、干筛uâMßö$Øbbs.3c3t.comn7M^LÚX
D、比表面积（勃氏法）。uâMßö$Øbbs.3c3t.comn7M^LÚX10、检验人工砂中的石粉含量，应采用uâMßö$Øbbs.3c3t.comn7M^LÚX
BuâMßö$Øbbs.3c3t.comn7M^LÚX
法。uâMßö$Øbbs.3c3t.comn7M^LÚXA、筛析法uâMßö$Øbbs.3c3t.comn7M^LÚX
B、亚甲蓝法 uâMßö$Øbbs.3c3t.comn7M^LÚX
C、水洗法uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX11、水泥混凝土配合比设计如用细砂，则其砂率应较中砂uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
。uâMßö$Øbbs.3c3t.comn7M^LÚXA、增大uâMßö$Øbbs.3c3t.comn7M^LÚX
B、不变uâMßö$Øbbs.3c3t.comn7M^LÚX
C、减小uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX12、Ⅲ类碎石宜用于强度等级uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
的水泥混凝土。uâMßö$Øbbs.3c3t.comn7M^LÚXA、>C60uâMßö$Øbbs.3c3t.comn7M^LÚX
B、C30～C60uâMßö$Øbbs.3c3t.comn7M^LÚX
C、<C30uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX13、配制公路桥涵工程混凝土，粗集料中小于2.5㎜的颗粒含量不应大uâMßö$Øbbs.3c3t.comn7M^LÚX于uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
%。uâMßö$Øbbs.3c3t.comn7M^LÚXA、2uâMßö$Øbbs.3c3t.comn7M^LÚX
B、3uâMßö$Øbbs.3c3t.comn7M^LÚX
C、5uâMßö$Øbbs.3c3t.comn7M^LÚX
D、10uâMßö$Øbbs.3c3t.comn7M^LÚX14、可以使用uâMßö$Øbbs.3c3t.comn7M^LÚX
AuâMßö$Øbbs.3c3t.comn7M^LÚX
种水拌合混凝土。uâMßö$Øbbs.3c3t.comn7M^LÚXA、PH值5-6uâMßö$Øbbs.3c3t.comn7M^LÚX
B、海水uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
C、硫酸盐含量为（2700mg～3000 mg）/LuâMßö$Øbbs.3c3t.comn7M^LÚX15、配制C50级混凝土所用粗集料的母岩抗压强度至少应为uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
MPa。uâMßö$Øbbs.3c3t.comn7M^LÚXA、50uâMßö$Øbbs.3c3t.comn7M^LÚX
B、60uâMßö$Øbbs.3c3t.comn7M^LÚX
C、75uâMßö$Øbbs.3c3t.comn7M^LÚX
D、80uâMßö$Øbbs.3c3t.comn7M^LÚX
E、100uâMßö$Øbbs.3c3t.comn7M^LÚX16、泵送混凝土之坍落度不宜小于uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
㎜。 uâMßö$Øbbs.3c3t.comn7M^LÚXA、60uâMßö$Øbbs.3c3t.comn7M^LÚX
B、80uâMßö$Øbbs.3c3t.comn7M^LÚX
C、100uâMßö$Øbbs.3c3t.comn7M^LÚX
D、120uâMßö$Øbbs.3c3t.comn7M^LÚX
E150uâMßö$Øbbs.3c3t.comn7M^LÚX17、抗渗混凝土每立方米中水泥加掺合料的总量不宜少于uâMßö$Øbbs.3c3t.comn7M^LÚX
BuâMßö$Øbbs.3c3t.comn7M^LÚX
kg。uâMßö$Øbbs.3c3t.comn7M^LÚXA、300uâMßö$Øbbs.3c3t.comn7M^LÚX
B、320uâMßö$Øbbs.3c3t.comn7M^LÚX
C、350uâMßö$Øbbs.3c3t.comn7M^LÚX
D、380uâMßö$Øbbs.3c3t.comn7M^LÚX18、水泥混凝土用粉煤灰的细度指标筛孔尺寸为uâMßö$Øbbs.3c3t.comn7M^LÚX
AuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX
㎜。uâMßö$Øbbs.3c3t.comn7M^LÚXA、0.080uâMßö$Øbbs.3c3t.comn7M^LÚX
B、0.045uâMßö$Øbbs.3c3t.comn7M^LÚX
C、0.16uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX19、一组混凝土试件的抗压强度值分别为:26.5MPa、27.0MPa、31.6MPa则此组试件的强度代表值为 BuâMßö$Øbbs.3c3t.comn7M^LÚX
MPa。uâMßö$Øbbs.3c3t.comn7M^LÚXA、26.5MPauâMßö$Øbbs.3c3t.comn7M^LÚX
B、27.0MPauâMßö$Øbbs.3c3t.comn7M^LÚX
C、31.6MPauâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX20、高效减水剂的减水率不小于uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
%为合格。uâMßö$Øbbs.3c3t.comn7M^LÚXA、5uâMßö$Øbbs.3c3t.comn7M^LÚX
B、8uâMßö$Øbbs.3c3t.comn7M^LÚX
C、10uâMßö$Øbbs.3c3t.comn7M^LÚX
D、12uâMßö$Øbbs.3c3t.comn7M^LÚX21、道路石油沥青的溶解度（三氯乙烯）应不小于uâMßö$Øbbs.3c3t.comn7M^LÚX
DuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX
%。uâMßö$Øbbs.3c3t.comn7M^LÚXA、90uâMßö$Øbbs.3c3t.comn7M^LÚX
B、95uâMßö$Øbbs.3c3t.comn7M^LÚX
C、98uâMßö$Øbbs.3c3t.comn7M^LÚX
D、99uâMßö$Øbbs.3c3t.comn7M^LÚX22、道路用液体石油沥青蒸馏后残留物的延度（25℃）应大于uâMßö$Øbbs.3c3t.comn7M^LÚX
BuâMßö$Øbbs.3c3t.comn7M^LÚX
[5cm/min（cm）]uâMßö$Øbbs.3c3t.comn7M^LÚXA、50uâMßö$Øbbs.3c3t.comn7M^LÚX
B、60uâMßö$Øbbs.3c3t.comn7M^LÚX
C、70uâMßö$Øbbs.3c3t.comn7M^LÚX
D、80uâMßö$Øbbs.3c3t.comn7M^LÚX23、国家标准建筑石油沥青有 BuâMßö$Øbbs.3c3t.comn7M^LÚX
个牌号。uâMßö$Øbbs.3c3t.comn7M^LÚXA、2uâMßö$Øbbs.3c3t.comn7M^LÚX
B、3uâMßö$Øbbs.3c3t.comn7M^LÚX
C、4uâMßö$Øbbs.3c3t.comn7M^LÚX
D、5uâMßö$Øbbs.3c3t.comn7M^LÚX24、沥青针入度试验标准针的直径为㎜。uâMßö$Øbbs.3c3t.comn7M^LÚXA、1.0～1.02uâMßö$Øbbs.3c3t.comn7M^LÚX
B、1.5～1.52uâMßö$Øbbs.3c3t.comn7M^LÚX
C、2.0～2.1uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX25、沥青与石料的低温粘结性试验，非经注明，试验温度应为uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
℃。uâMßö$Øbbs.3c3t.comn7M^LÚXA、-10uâMßö$Øbbs.3c3t.comn7M^LÚX
B、-15uâMßö$Øbbs.3c3t.comn7M^LÚX
C、-18uâMßö$Øbbs.3c3t.comn7M^LÚX
D、-20uâMßö$Øbbs.3c3t.comn7M^LÚX26、热拌石油沥青混合料施工时的碾压温度应不低于uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
℃。uâMßö$Øbbs.3c3t.comn7M^LÚXA、90uâMßö$Øbbs.3c3t.comn7M^LÚX
B、100uâMßö$Øbbs.3c3t.comn7M^LÚX
C、110uâMßö$Øbbs.3c3t.comn7M^LÚX
D、120uâMßö$Øbbs.3c3t.comn7M^LÚX27、检测沥青混合料的高温稳定性须进行uâMßö$Øbbs.3c3t.comn7M^LÚX
BuâMßö$Øbbs.3c3t.comn7M^LÚX
试验。uâMßö$Øbbs.3c3t.comn7M^LÚXA、弯曲uâMßö$Øbbs.3c3t.comn7M^LÚX
B、车辙uâMßö$Øbbs.3c3t.comn7M^LÚX
C、劈裂冻融uâMßö$Øbbs.3c3t.comn7M^LÚX
D、抽提筛分uâMßö$Øbbs.3c3t.comn7M^LÚX28、高速公路沥青混合料的填料宜采用uâMßö$Øbbs.3c3t.comn7M^LÚX
CuâMßö$Øbbs.3c3t.comn7M^LÚX
经磨细得到的矿粉。uâMßö$Øbbs.3c3t.comn7M^LÚXA、花岗岩uâMßö$Øbbs.3c3t.comn7M^LÚX
B、石英岩uâMßö$Øbbs.3c3t.comn7M^LÚX
C、石灰岩uâMßö$Øbbs.3c3t.comn7M^LÚX
D、天然砂uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX29、高速公路面层用粗集料的吸水率应不大于uâMßö$Øbbs.3c3t.comn7M^LÚX
AuâMßö$Øbbs.3c3t.comn7M^LÚX
%。uâMßö$Øbbs.3c3t.comn7M^LÚXA、2uâMßö$Øbbs.3c3t.comn7M^LÚX
B、4uâMßö$Øbbs.3c3t.comn7M^LÚX
C、5uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX30、沥青混凝土面层检查其抗滑构造深度，宜采用uâMßö$Øbbs.3c3t.comn7M^LÚX
BuâMßö$Øbbs.3c3t.comn7M^LÚX
法。uâMßö$Øbbs.3c3t.comn7M^LÚXA、水准仪法uâMßö$Øbbs.3c3t.comn7M^LÚX
B、铺砂法uâMßö$Øbbs.3c3t.comn7M^LÚX
C、3m直尺法uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX二、多项选择题uâMßö$Øbbs.3c3t.comn7M^LÚX
（20题/20分）uâMßö$Øbbs.3c3t.comn7M^LÚX1、uâMßö$Øbbs.3c3t.comn7M^LÚX
硅酸盐水泥的凝结硬化分为______ABD_______三个阶段。uâMßö$Øbbs.3c3t.comn7M^LÚXA、潜化期（诱导期）uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 凝结期uâMßö$Øbbs.3c3t.comn7M^LÚXC、稳定期 uâMßö$Øbbs.3c3t.comn7M^LÚX
D、 硬化期uâMßö$Øbbs.3c3t.comn7M^LÚX2、生产硅酸盐水泥熟料的主要原料有 ___ACD_____ 三种。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 石灰石uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 花岗石uâMßö$Øbbs.3c3t.comn7M^LÚX
C、uâMßö$Øbbs.3c3t.comn7M^LÚX
粘土uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
D、铁矿石（粉）uâMßö$Øbbs.3c3t.comn7M^LÚX
E、白云石uâMßö$Øbbs.3c3t.comn7M^LÚX3、以下二种材料___CD_____属于火山灰质混合材料。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 粒化高炉矿渣uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 石英砂uâMßö$Øbbs.3c3t.comn7M^LÚXC、 凝灰岩uâMßö$Øbbs.3c3t.comn7M^LÚX
D、 煤矸石uâMßö$Øbbs.3c3t.comn7M^LÚX4、混凝土减水剂的技术指标包括__AB______等二个方面。uâMßö$Øbbs.3c3t.comn7M^LÚXA、掺外加剂砼性能指标uâMßö$Øbbs.3c3t.comn7M^LÚX
B、uâMßö$Øbbs.3c3t.comn7M^LÚX
匀质性指标uâMßö$Øbbs.3c3t.comn7M^LÚXC、抗冻性指标uâMßö$Øbbs.3c3t.comn7M^LÚX
D、uâMßö$Øbbs.3c3t.comn7M^LÚX
抗渗性指标uâMßö$Øbbs.3c3t.comn7M^LÚX5、混凝土膨胀剂适用于以下 _____ABD__三种混凝土。uâMßö$Øbbs.3c3t.comn7M^LÚXA、补偿收缩混凝土uâMßö$Øbbs.3c3t.comn7M^LÚX
B、uâMßö$Øbbs.3c3t.comn7M^LÚX
填充用膨胀混凝土uâMßö$Øbbs.3c3t.comn7M^LÚXC、大体积混凝土uâMßö$Øbbs.3c3t.comn7M^LÚX
D、uâMßö$Øbbs.3c3t.comn7M^LÚX
自应力混凝土uâMßö$Øbbs.3c3t.comn7M^LÚX6、粗集料含水率试验可用__AC____ 两种方法。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 烘箱法uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 网篮法uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXC、 酒精燃烧法uâMßö$Øbbs.3c3t.comn7M^LÚX
D、透气法uâMßö$Øbbs.3c3t.comn7M^LÚX7、进行细集料砂当量试验_ACE____三种试剂必不可少。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 无水氯化钙uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 盐酸uâMßö$Øbbs.3c3t.comn7M^LÚX
C、uâMßö$Øbbs.3c3t.comn7M^LÚX
甲醛uâMßö$Øbbs.3c3t.comn7M^LÚXD、uâMßö$Øbbs.3c3t.comn7M^LÚX
EDTAuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX
E、uâMßö$Øbbs.3c3t.comn7M^LÚX
丙三醇uâMßö$Øbbs.3c3t.comn7M^LÚX8、检测混凝土凝结时间所用测针的承压面积为______（mm2）三种。uâMßö$Øbbs.3c3t.comn7M^LÚXA、10uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 20uâMßö$Øbbs.3c3t.comn7M^LÚX
C、 30uâMßö$Øbbs.3c3t.comn7M^LÚX
D、 50uâMßö$Øbbs.3c3t.comn7M^LÚX
E、 100uâMßö$Øbbs.3c3t.comn7M^LÚX9、采用标准养护的混凝土试件应符合___ABC___条件。uâMßö$Øbbs.3c3t.comn7M^LÚXA、uâMßö$Øbbs.3c3t.comn7M^LÚX
在温度为20±5℃环境中静置1～2昼夜uâMßö$Øbbs.3c3t.comn7M^LÚXB、uâMßö$Øbbs.3c3t.comn7M^LÚX
拆摸后放入 温度20±2℃，相对湿度95%以上标养室中uâMßö$Øbbs.3c3t.comn7M^LÚXC、uâMßö$Øbbs.3c3t.comn7M^LÚX
或放在温度20±2℃的不流动的Ca(OH)2 饱和溶液中uâMßö$Øbbs.3c3t.comn7M^LÚXD、uâMßö$Øbbs.3c3t.comn7M^LÚX
经常用水直接冲淋其表面以保持湿润uâMßö$Øbbs.3c3t.comn7M^LÚX10、按《普通混凝土配合比设计规程》规定的公式计算碎石混凝土水灰比时，经常用到_AB____二个系数。uâMßö$Øbbs.3c3t.comn7M^LÚXA、uâMßö$Øbbs.3c3t.comn7M^LÚX
0.46uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 0.07uâMßö$Øbbs.3c3t.comn7M^LÚX
C、uâMßö$Øbbs.3c3t.comn7M^LÚX
0.618uâMßö$Øbbs.3c3t.comn7M^LÚX
D、uâMßö$Øbbs.3c3t.comn7M^LÚX
0.707uâMßö$Øbbs.3c3t.comn7M^LÚX11、公路水泥混凝土路面配合比设计在兼顾经济性的同时，应满足AC_D____等三项技术要求。uâMßö$Øbbs.3c3t.comn7M^LÚXA、uâMßö$Øbbs.3c3t.comn7M^LÚX
弯拉强度uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 抗压强度uâMßö$Øbbs.3c3t.comn7M^LÚX
C、uâMßö$Øbbs.3c3t.comn7M^LÚX
工作性uâMßö$Øbbs.3c3t.comn7M^LÚXD、uâMßö$Øbbs.3c3t.comn7M^LÚX
耐久性uâMßö$Øbbs.3c3t.comn7M^LÚX
E、抗拉拔力uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX12、用非标准立方体混凝土试件做抗压强度试验时应乘以CD_____尺寸换算系数。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 0.85uâMßö$Øbbs.3c3t.comn7M^LÚX
B、0.90uâMßö$Øbbs.3c3t.comn7M^LÚX
C、0.95uâMßö$Øbbs.3c3t.comn7M^LÚX
D、1.05uâMßö$Øbbs.3c3t.comn7M^LÚX
E、1.15uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX13、检验沥青混合料水稳定性的方法有__BD___。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 车辙试验uâMßö$Øbbs.3c3t.comn7M^LÚX
B、uâMßö$Øbbs.3c3t.comn7M^LÚX
浸水马歇尔试验uâMßö$Øbbs.3c3t.comn7M^LÚXC、 弯曲试验uâMßö$Øbbs.3c3t.comn7M^LÚX
D、uâMßö$Øbbs.3c3t.comn7M^LÚX
冻融劈裂试验uâMßö$Øbbs.3c3t.comn7M^LÚX14、压实沥青混合料的密度试验可用_ABCD____等四种方法。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 表干法uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 水中重法uâMßö$Øbbs.3c3t.comn7M^LÚX
C、uâMßö$Øbbs.3c3t.comn7M^LÚX
蜡封法uâMßö$Øbbs.3c3t.comn7M^LÚXD、 体积法uâMßö$Øbbs.3c3t.comn7M^LÚX
E、uâMßö$Øbbs.3c3t.comn7M^LÚX
射线法uâMßö$Øbbs.3c3t.comn7M^LÚX
F、uâMßö$Øbbs.3c3t.comn7M^LÚX
色谱法uâMßö$Øbbs.3c3t.comn7M^LÚX15、公路工程石料抗压静弹性模量试验可用__ABC___等三种方法。uâMßö$Øbbs.3c3t.comn7M^LÚXA、uâMßö$Øbbs.3c3t.comn7M^LÚX
电阻应变仪法uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 镜式引伸仪法uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXC、uâMßö$Øbbs.3c3t.comn7M^LÚX
杠杆引伸仪法uâMßö$Øbbs.3c3t.comn7M^LÚX
D、 超声波法uâMßö$Øbbs.3c3t.comn7M^LÚX
E、 化学法uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX16、寒冷地区沥青路面宜选用的沥青标号为_ABC____等三种。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 AH-90uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 AH-110uâMßö$Øbbs.3c3t.comn7M^LÚX
C、 100uâMßö$Øbbs.3c3t.comn7M^LÚX
D、A-140uâMßö$Øbbs.3c3t.comn7M^LÚX
E、A-180uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX17、指出三种高速公路沥青表面层常用的抗滑耐磨石料__ABE___uâMßö$Øbbs.3c3t.comn7M^LÚXA、 安山岩uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 玄武岩uâMßö$Øbbs.3c3t.comn7M^LÚX
C、uâMßö$Øbbs.3c3t.comn7M^LÚX
页岩uâMßö$Øbbs.3c3t.comn7M^LÚXD、 白云岩uâMßö$Øbbs.3c3t.comn7M^LÚX
E、 花岗岩uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX18、在公路沥青路面施工过程中，对于矿粉的质量应视需要检查其_ABC____等三种指标。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 外观uâMßö$Øbbs.3c3t.comn7M^LÚX
B、 含水量uâMßö$Øbbs.3c3t.comn7M^LÚX
C、 ＜0.075㎜含量uâMßö$Øbbs.3c3t.comn7M^LÚXD、 亲水系数uâMßö$Øbbs.3c3t.comn7M^LÚX
E、uâMßö$Øbbs.3c3t.comn7M^LÚX
视密度uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX19、国产重交通道路粘稠石油沥青，可满足高等级公路的使用要求，因其具有___ABCD____________四个特点。uâMßö$Øbbs.3c3t.comn7M^LÚXA、 含蜡量低uâMßö$Øbbs.3c3t.comn7M^LÚX
B、uâMßö$Øbbs.3c3t.comn7M^LÚX
高温粘度大uâMßö$Øbbs.3c3t.comn7M^LÚX
C、uâMßö$Øbbs.3c3t.comn7M^LÚX
低温延伸性好uâMßö$Øbbs.3c3t.comn7M^LÚXD、 抗老化性能好uâMßö$Øbbs.3c3t.comn7M^LÚX
E、uâMßö$Øbbs.3c3t.comn7M^LÚX
比重小uâMßö$Øbbs.3c3t.comn7M^LÚX
F、uâMßö$Øbbs.3c3t.comn7M^LÚX
软化点低uâMßö$Øbbs.3c3t.comn7M^LÚX20、温暖地区沥青路面进行表面处置，如采用煤沥青，宜选用___AB____________等标号。uâMßö$Øbbs.3c3t.comn7M^LÚXA、T-6uâMßö$Øbbs.3c3t.comn7M^LÚX
B、T-7uâMßö$Øbbs.3c3t.comn7M^LÚX
C、 T-8uâMßö$Øbbs.3c3t.comn7M^LÚX
D、 T-9uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX三、判断题uâMßö$Øbbs.3c3t.comn7M^LÚX
（20题/20分）uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX1、在硅酸盐水泥熟料中含有少量游离氧化镁，它水化速度慢并产生体积膨胀，是引起水泥安定性不良的重要原因（ √uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX2、凡细度、终凝时间、不溶物和烧失量中任一项不符合标准规定时，称为废品水泥（ *uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX3、为防止封存期内水泥样品质量的下降，可将样品用食品塑料薄膜袋装好，并扎紧袋口放入白铁样品桶内密封（ √uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX4、存放时间超过6个月的水泥，应重新取样检验，并按复验结果使用。（*uâMßö$Øbbs.3c3t.comn7M^LÚX）uâMßö$Øbbs.3c3t.comn7M^LÚX5、水泥混凝土路面所用水泥中C4AF含量高时，有利于砼抗折强度的提高（uâMßö$Øbbs.3c3t.comn7M^LÚX
√uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX6、公路桥涵砌体工程用水泥砂浆抗压试件应以3块为一组（ *uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX7、洛杉矶法粗集料磨耗试验，可测定标准条件下粗集料抵抗摩檫、撞击的能力（uâMßö$Øbbs.3c3t.comn7M^LÚX
√uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX8、公路桥涵钢筋混凝土冬期施工，可适量掺入氯化钙`氯化钠等外加剂（ *uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX9、有抗冻要求的混凝土工程应尽量采用火山灰质硅酸盐水泥，以发挥其火山灰效应（ *uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX10、冬期施工搅拌混凝土时，可将水加热，但水泥不应与80℃以上的热水直接接触（ √uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX11、混凝土掺粉煤灰时的超量取代系数，Ⅱ级粉煤灰为1.3～1.7（ √uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX12、常用的木质磺酸钙减水剂的适宜用量为水泥用量的2～3%（uâMßö$Øbbs.3c3t.comn7M^LÚX
*uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX13、分析石油沥青的化学组分，可用三组分分析法，也可用四组分分析法（uâMßö$Øbbs.3c3t.comn7M^LÚX
*uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX14、沥青的相对密度是指在规定温度下，沥青质量与同体积煤焦油质量之比（uâMßö$Øbbs.3c3t.comn7M^LÚX
*uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX15、为提高沥青的耐久性，抑制其老化过程，可以加入‘专用碳黑’（ √uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX16、沥青中含有较多石蜡，可以改善其路用性能（ *uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX17、开级配沥青混凝土混合料的剩余空隙率大于密级配沥青混凝土混合料的剩余空隙率（ √uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX18、沥青混合料弯曲试验试件，是用轮碾法成型的（uâMßö$Øbbs.3c3t.comn7M^LÚX
√uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX19、沥青混合料中沥青用量对抗滑性影响不大（uâMßö$Øbbs.3c3t.comn7M^LÚX
*uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX20、高速公路沥青表面层应选用抗滑耐磨石料，石料磨光值应大于42（uâMßö$Øbbs.3c3t.comn7M^LÚX
√uâMßö$Øbbs.3c3t.comn7M^LÚX
）uâMßö$Øbbs.3c3t.comn7M^LÚX四、简答题uâMßö$Øbbs.3c3t.comn7M^LÚX
（5题/25分）uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX1、uâMßö$Øbbs.3c3t.comn7M^LÚX
简述硅酸盐水泥熟料中四种矿物组成的主要特性（从反应速度、放热量、强度、耐化学侵蚀性、干缩性等方面阐述）。uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX2、uâMßö$Øbbs.3c3t.comn7M^LÚX
用于水泥混凝土中的粉煤灰分为几级？主要根据哪几项指标来划分的？uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX3、uâMßö$Øbbs.3c3t.comn7M^LÚX
什么是碾压混凝土？这种混凝土有什么优点？uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX4、uâMßö$Øbbs.3c3t.comn7M^LÚX
什么是乳化沥青？这种材料的优越性有哪些？uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX5、uâMßö$Øbbs.3c3t.comn7M^LÚX
什么是压实沥青混合料的沥青饱和度？uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX五、计算题uâMßö$Øbbs.3c3t.comn7M^LÚX
（2题/20分）uâMßö$Øbbs.3c3t.comn7M^LÚX1、uâMßö$Øbbs.3c3t.comn7M^LÚX
某公路混凝土工程设计等级为C20。要求坍落度30～50（㎜），水泥为P .O 32、5级，河砂，细度模数2.80；碎石5～31.5㎜连续级配。水泥强度富余系数1.08，试设计其初步配合比。uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX2、uâMßö$Øbbs.3c3t.comn7M^LÚX
某混凝土工程共制取检查试件11组，试验结果如下表，请计算其标准差和变异系数。uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX水泥混凝土立方抗压强度（Mpa）uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX42.2uâMßö$Øbbs.3c3t.comn7M^LÚX
45.3uâMßö$Øbbs.3c3t.comn7M^LÚX
38.5uâMßö$Øbbs.3c3t.comn7M^LÚX
44.0uâMßö$Øbbs.3c3t.comn7M^LÚX
48.2uâMßö$Øbbs.3c3t.comn7M^LÚX
47.5uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX43.3uâMßö$Øbbs.3c3t.comn7M^LÚX
44.0uâMßö$Øbbs.3c3t.comn7M^LÚX
44.7uâMßö$Øbbs.3c3t.comn7M^LÚX
43.4uâMßö$Øbbs.3c3t.comn7M^LÚX
46.3uâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚXuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX监理检测网 www.kiii.cnuâMßö$Øbbs.3c3t.comn7M^LÚX
uâMßö$Øbbs.3c3t.comn7M^LÚX %20(2)_1.gif)
