《建筑材料试验检测》试题(B卷)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë单位 姓名 准考证号 成绩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë一、单项选择题aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
(30题/15分)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë1、复合水泥在水泥分类中属于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、专用水泥aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、特性水泥aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、通用水泥aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë2、硅酸盐水泥在生产过程中,萤石是一种aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、助磨剂aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、矿化剂aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、调凝剂aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë3、水泥试件养护水池中的水aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
天要更换一次。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、10aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、14aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、28aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë4、目前国产硅酸盐水泥的最高强度等级为aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
级。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、42.5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、52.5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、62.5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、72.5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë5、进入工地料库的袋装水泥取样检验时,每批应从不少于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
袋中抽取。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、10aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、20aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、30aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë6、用水筛法检验水泥细度时,喷头水压应为aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
AaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
±0.02MPa。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、0.05aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、0.1aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、0.15aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、0.20aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë7、水泥胶砂强度检验(ISO法)灰砂比为:aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、1:2aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、1:2.5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、1:3aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、1:4aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë8、水泥胶砂试件进行抗压强度试验时,试件受压面积为: BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、40㎜×62.5㎜aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、40㎜×40㎜aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、40㎜×50㎜aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë9、如想了解水泥粗细颗粒级配情况,应采用aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
DaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
法。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、负压筛aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、水筛aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、干筛aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、比表面积(勃氏法)。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë10、检验人工砂中的石粉含量,应采用aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
法。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、筛析法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、亚甲蓝法 aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、水洗法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë11、水泥混凝土配合比设计如用细砂,则其砂率应较中砂aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、增大aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、不变aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、减小aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë12、Ⅲ类碎石宜用于强度等级aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
的水泥混凝土。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、>C60aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、C30~C60aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、<C30aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë13、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aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
%。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、2aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、3aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、10aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë14、可以使用aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
AaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
种水拌合混凝土。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、PH值5-6aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、海水aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、硫酸盐含量为(2700mg~3000 mg)/LaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë15、配制C50级混凝土所用粗集料的母岩抗压强度至少应为aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
MPa。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、50aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、60aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、75aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、80aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、100aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë16、泵送混凝土之坍落度不宜小于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
㎜。 aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、60aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、80aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、100aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、120aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E150aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë17、抗渗混凝土每立方米中水泥加掺合料的总量不宜少于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
kg。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、300aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、320aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、350aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、380aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë18、水泥混凝土用粉煤灰的细度指标筛孔尺寸为aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
AaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
㎜。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、0.080aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、0.045aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、0.16aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë19、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 BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
MPa。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、26.5MPaaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、27.0MPaaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、31.6MPaaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë20、高效减水剂的减水率不小于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
%为合格。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、8aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、10aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、12aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë21、道路石油沥青的溶解度(三氯乙烯)应不小于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
DaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
%。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、90aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、95aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、98aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、99aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë22、道路用液体石油沥青蒸馏后残留物的延度(25℃)应大于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
[5cm/min(cm)]aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、50aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、60aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、70aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、80aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë23、国家标准建筑石油沥青有 BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
个牌号。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、2aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、3aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、4aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë24、沥青针入度试验标准针的直径为㎜。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、1.0~1.02aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、1.5~1.52aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、2.0~2.1aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë25、沥青与石料的低温粘结性试验,非经注明,试验温度应为aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
℃。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、-10aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、-15aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、-18aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、-20aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë26、热拌石油沥青混合料施工时的碾压温度应不低于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
℃。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、90aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、100aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、110aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、120aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë27、检测沥青混合料的高温稳定性须进行aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
试验。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、弯曲aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、车辙aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、劈裂冻融aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、抽提筛分aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë28、高速公路沥青混合料的填料宜采用aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
CaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
经磨细得到的矿粉。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、花岗岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、石英岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、石灰岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、天然砂aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë29、高速公路面层用粗集料的吸水率应不大于aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
AaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
%。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、2aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、4aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、5aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë30、沥青混凝土面层检查其抗滑构造深度,宜采用aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
BaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
法。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、水准仪法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、铺砂法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、3m直尺法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë二、多项选择题aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
(20题/20分)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë1、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
硅酸盐水泥的凝结硬化分为______ABD_______三个阶段。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、潜化期(诱导期)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 凝结期aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、稳定期 aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、 硬化期aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë2、生产硅酸盐水泥熟料的主要原料有 ___ACD_____ 三种。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 石灰石aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 花岗石aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
粘土aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、铁矿石(粉)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、白云石aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë3、以下二种材料___CD_____属于火山灰质混合材料。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 粒化高炉矿渣aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 石英砂aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、 凝灰岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、 煤矸石aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë4、混凝土减水剂的技术指标包括__AB______等二个方面。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、掺外加剂砼性能指标aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
匀质性指标aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、抗冻性指标aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
抗渗性指标aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë5、混凝土膨胀剂适用于以下 _____ABD__三种混凝土。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、补偿收缩混凝土aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
填充用膨胀混凝土aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、大体积混凝土aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
自应力混凝土aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë6、粗集料含水率试验可用__AC____ 两种方法。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 烘箱法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 网篮法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、 酒精燃烧法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、透气法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë7、进行细集料砂当量试验_ACE____三种试剂必不可少。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 无水氯化钙aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 盐酸aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
甲醛aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëD、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
EDTAaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
丙三醇aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë8、检测混凝土凝结时间所用测针的承压面积为______(mm2)三种。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、10aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 20aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、 30aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、 50aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、 100aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë9、采用标准养护的混凝土试件应符合___ABC___条件。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
在温度为20±5℃环境中静置1~2昼夜aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëB、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
拆摸后放入 温度20±2℃,相对湿度95%以上标养室中aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
或放在温度20±2℃的不流动的Ca(OH)2 饱和溶液中aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëD、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
经常用水直接冲淋其表面以保持湿润aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë10、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。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
0.46aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 0.07aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
0.618aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
0.707aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë11、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。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
弯拉强度aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 抗压强度aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
工作性aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëD、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
耐久性aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、抗拉拔力aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë12、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。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 0.85aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、0.90aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、0.95aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、1.05aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、1.15aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë13、检验沥青混合料水稳定性的方法有__BD___。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 车辙试验aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
浸水马歇尔试验aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、 弯曲试验aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
冻融劈裂试验aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë14、压实沥青混合料的密度试验可用_ABCD____等四种方法。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 表干法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 水中重法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
蜡封法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëD、 体积法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
射线法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
F、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
色谱法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë15、公路工程石料抗压静弹性模量试验可用__ABC___等三种方法。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
电阻应变仪法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 镜式引伸仪法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëC、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
杠杆引伸仪法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、 超声波法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、 化学法aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë16、寒冷地区沥青路面宜选用的沥青标号为_ABC____等三种。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 AH-90aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 AH-110aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、 100aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、A-140aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、A-180aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë17、指出三种高速公路沥青表面层常用的抗滑耐磨石料__ABE___aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 安山岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 玄武岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
页岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëD、 白云岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、 花岗岩aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë18、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。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 外观aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、 含水量aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、 <0.075㎜含量aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëD、 亲水系数aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
视密度aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë19、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。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、 含蜡量低aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
高温粘度大aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
低温延伸性好aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëD、 抗老化性能好aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
E、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
比重小aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
F、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
软化点低aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë20、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。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëA、T-6aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
B、T-7aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
C、 T-8aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
D、 T-9aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë三、判断题aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
(20题/20分)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë1、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( √aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë2、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( *aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë3、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( √aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë4、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。(*aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë5、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(aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
√aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë6、公路桥涵砌体工程用水泥砂浆抗压试件应以3块为一组( *aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë7、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(aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
√aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë8、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( *aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë9、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( *aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë10、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( √aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë11、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( √aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë12、常用的木质磺酸钙减水剂的适宜用量为水泥用量的2~3%(aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
*aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë13、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(aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
*aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë14、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(aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
*aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë15、为提高沥青的耐久性,抑制其老化过程,可以加入‘专用碳黑’( √aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë16、沥青中含有较多石蜡,可以改善其路用性能( *aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
)aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë17、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( √aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
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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)。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë2、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
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?aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ëaLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë3、aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
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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。aLÃ{Û5Êù×Êbbs.3c3t.com;ëÉæ¤ë
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