最新高考理综模拟卷试题化学部分五优秀名师资料.doc
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1、2014年高考理综模拟卷试题化学部分五化学综合练习五 7(下列有关说法中,不正确的是 (A(焰火的五彩缤纷是某些金属元素的性质的展现 B。SiO可用于制造光导纤维,其性质稳定,不溶于强酸、强碱 2C(“光化学烟雾”、“硝酸型酸雨”的形成都与氮氧化合物有关 D根据分散质微粒直径大小可以将分散系分为溶液、胶体和浊液 8(下列与有机结构、性质相关的叙述中,正确的是 A(乙醇与金属钠反应比水与金属钠反应更剧烈 B(乙烯和聚乙烯均能和溴水发生加成反应而使溴水褪色 C(蛋白质、淀粉、纤维素、蔗糖都属于有机高分子化合物 D(乙酸、甲酸甲酯和羟基乙醛()互为同分异构体 9(相对分子质量为128的有机物A完全燃
2、烧只生成CO和HO,22若A含一个六碳环且可与NaHCO溶液反应,则环上一氯代物3的数目为 A(2 B(3 C(4 D(5 10(下列图示与对应的叙述相符的是 A(图甲表示H与O发生反应过程中的能量变化,则H的燃222,1烧热为483(6kJ?mol dry conditions with low corrosion of steel with low corrosion. Foundation soils are non-corrosive to concrete structures, reinforcement of reinforced concrete structures and
3、steel structures with weak corrosive. (4) station anti-floating, and anti-infiltration design level: according to Shaanxi Province engineering survey Institute provides of Metro Line 1 line anti-floating level (2008.7.16) results, intends built date Park Station anti-floating, and anti-infiltration
4、design level elevation respectively for 391.00m and 389.00m 1.2.3 special geological conditions (1) intends built site may distribution abandoned dry, dry in the may filling has block stone, construction in the also may encountered not identified of underground structure real, hard real, should time
5、ly processing. (2) fill: the composition of the soil materials complex, particle size is extremely uneven, soil differences, loose structure, excavation is easy to collapse and cause ground deformation. (3) the collapsibility of loess: according to this survey and exploration wells (exploration well
6、s in the total completed 7) soil sample soil test results, depth of collapsibility loess 6.5011.50m, station main, flat wind Pavilion, air shafts and channels, regardless of loess collapsibility problem. Chapter two supporting programme selection and compare 2.1 types of Foundation pit support and i
7、ts characteristics and scope 2.1.1 of deep mixing cement-soil deep mixing cement-soil retaining wall is the retaining wall with deep mixer in place and entered forcibly mixing cement to form a continuous overlapping of soil-cement column reinforced retaining wall. Advantages of cement-soil retaining
8、 wall: due to the pits without support to facilitate mechanized rapid B(图乙表示在饱和NaCO溶液中逐步加BaSO固体后,溶 液2342,中c()的浓度变化 CO3C(图丙表示Zn、Cu和稀硫酸构成的原电池在工作过程中电流强度的变化,T时加入了HO 22D(图丁表示恒温恒容条件下发生的可逆反应2NONO224(g)中,各物质的浓度与其消耗速率之间的关系,其中交点A对应的状态为化学平衡状态 11(下列离子方程式正确的是 A(在HCO中加入酸性KMnO溶液: 2244,2,,2,5HCO,6H2Mn,10CO?,8HO MnO
9、224224B(Ca(HCO)与过量Ca(OH)溶液反应: 3222,,2, Ca,2OHCaCO?,2HO HCOCO3233通电 2, C(用惰性电极电解硫酸铜溶液:2Cu,2HO2H?,22 2Cu,O? 22,, D(足量碳酸氢钠溶液与氢氧化钡溶液混合:,Ba,HCO3,OHBaCO?,HO 3212(某温度下,体积和pH都相同的盐酸和氯化铵溶液加水稀释时 的pH变化曲线如右图所示。下列判断正确的是 A(a、c两点溶液的导电能力相同 B(a、b、c三点溶液水的电离程度a,b,c ,, C(b点溶液中c(H),c(NH?HO),c(OH) 32dry conditions with lo
10、w corrosion of steel with low corrosion. Foundation soils are non-corrosive to concrete structures, reinforcement of reinforced concrete structures and steel structures with weak corrosive. (4) station anti-floating, and anti-infiltration design level: according to Shaanxi Province engineering surve
11、y Institute provides of Metro Line 1 line anti-floating level (2008.7.16) results, intends built date Park Station anti-floating, and anti-infiltration design level elevation respectively for 391.00m and 389.00m 1.2.3 special geological conditions (1) intends built site may distribution abandoned dr
12、y, dry in the may filling has block stone, construction in the also may encountered not identified of underground structure real, hard real, should timely processing. (2) fill: the composition of the soil materials complex, particle size is extremely uneven, soil differences, loose structure, excava
13、tion is easy to collapse and cause ground deformation. (3) the collapsibility of loess: according to this survey and exploration wells (exploration wells in the total completed 7) soil sample soil test results, depth of collapsibility loess 6.5011.50m, station main, flat wind Pavilion, air shafts an
14、d channels, regardless of loess collapsibility problem. Chapter two supporting programme selection and compare 2.1 types of Foundation pit support and its characteristics and scope 2.1.1 of deep mixing cement-soil deep mixing cement-soil retaining wall is the retaining wall with deep mixer in place
15、and entered forcibly mixing cement to form a continuous overlapping of soil-cement column reinforced retaining wall. Advantages of cement-soil retaining wall: due to the pits without support to facilitate mechanized rapid D(用等浓度NaOH溶液和等体积b、c处溶液反应,消耗 NaOH溶液体积V,V bc13(W、X、Y、Z是四种常见的短周期元素,其原子半径随原子序数变化如下
16、图。已知W的一种核素的质量数为18,中子数为10;X和Ne原子的核外电子数相差1;Y的单质是一种常见的半导体材料;Z的非金属性在同周期元素中最强。下列说法不正确的是 (A(对应简单离子半径X,W B(对应气态氢化物的稳定性Y,Z C(化合物XZW既含离子键也含共价键 D(Y的氧化物能与Z或X的最高价氧化物对应的水化物反应 26(14分)在下图转化关系中,固体甲的焰色反应呈黄色,M为常见的液体物质,I为一常见金属,酸G是重要的化工产品和化工原料;固体H能溶解在A溶液和酸G中,且H为良好的耐火材料(图中部分产物没有列出)。 (1)固体甲与液体M反应的方程式为_。A溶液与固体H反应的离子方程式为_。
17、 (2)固体乙的化学式为_。液体M的电子式dry conditions with low corrosion of steel with low corrosion. Foundation soils are non-corrosive to concrete structures, reinforcement of reinforced concrete structures and steel structures with weak corrosive. (4) station anti-floating, and anti-infiltration design level: acco
18、rding to Shaanxi Province engineering survey Institute provides of Metro Line 1 line anti-floating level (2008.7.16) results, intends built date Park Station anti-floating, and anti-infiltration design level elevation respectively for 391.00m and 389.00m 1.2.3 special geological conditions (1) inten
19、ds built site may distribution abandoned dry, dry in the may filling has block stone, construction in the also may encountered not identified of underground structure real, hard real, should timely processing. (2) fill: the composition of the soil materials complex, particle size is extremely uneven
20、, soil differences, loose structure, excavation is easy to collapse and cause ground deformation. (3) the collapsibility of loess: according to this survey and exploration wells (exploration wells in the total completed 7) soil sample soil test results, depth of collapsibility loess 6.5011.50m, stat
21、ion main, flat wind Pavilion, air shafts and channels, regardless of loess collapsibility problem. Chapter two supporting programme selection and compare 2.1 types of Foundation pit support and its characteristics and scope 2.1.1 of deep mixing cement-soil deep mixing cement-soil retaining wall is t
22、he retaining wall with deep mixer in place and entered forcibly mixing cement to form a continuous overlapping of soil-cement column reinforced retaining wall. Advantages of cement-soil retaining wall: due to the pits without support to facilitate mechanized rapid3 为_。 (3)反应?,?中属于氧化还原反应的为_(填写反应序号)。
23、(4)若I与G的稀溶液不反应,只能与G的浓溶液在加热条件下反应,则反应?的化学方程式为_。 (5)若由黄铁矿(FeS)与气体B反应来生产气体E, 且每生2成1 mol E放出426(5kJ的热量,该反应的热化学方程式为_。 27(14分)卤素单质的性质活泼,卤素的化合物应用广泛,运用化学反应原理研究卤族元素的有关性质具有重要意义。 (1)下列关于氯水的叙述正确的是_(填写序号)。 A(氯水中存在两种电离平衡 B(向氯水中通入SO,其漂白性增强 2,, C(向氯水中通入氯气,c(H),c(ClO)减小 D(加水稀释氯水,溶液中的所有离子浓度均减小 E(加水稀释氯水,水的电离平衡向正反应方向移动
24、,, F(向氯水中加少量固体NaOH,可能有c(Na),c(Cl),,c(ClO) (2)工业上通过氯碱工业生产氯气,其反应的离子方程式为_。 (3)常温下,已知25?时有关弱酸的电离平衡常数: dry conditions with low corrosion of steel with low corrosion. Foundation soils are non-corrosive to concrete structures, reinforcement of reinforced concrete structures and steel structures with weak c
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