《建筑工程事故分析与处理》试卷上课讲义.pdf

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1、 建 筑 工 程 事 故 分 析与 处 理 试 卷学习 好资料精品资料建筑工程事故分析与处理试卷（A卷）一、填空题（每空1 分、共 20 分）1、考虑到施工中采用混凝土强度等级及预制的试块未必能真实反映结构中混凝土的实际强度，可采用、等非破损方法测定结构中混凝土的实际强度。2、民用建筑鉴定又分为和三类。3、目前常用与等来检测砌体中砂浆的强度。4、新旧砌体结合方法有两种即和。5、建筑结构用钢主要有和两种。6、建筑物地基可分为和。7、基础按变形特性可分为和。8、火灾是一个燃烧过程，要经过和各个阶段。二、单项选择题（每小题2 分、共 20 分）1、为抗震设计需要设置构造柱，其截面不应小于 A、240

2、mm 240mm B、240 mm 180 mm C、240 mm 370 mm2、混凝土施工规程规定“混凝土自由倾落高度不宜超过”。A、2 m B、3 m C、1 m文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R

3、9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5

4、U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10

5、A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H

6、3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9

7、B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M

8、10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1学习 好资料精品资料3、降低地下水位常用方法是。A、集水井 B、渗透 C、井点降水 4、试验表明

9、，砼在不受外力作用下，当加热时间不足试件外形基本完好，只有四角稍有脱落。A、30 min B、40 min C、50 min 5、我国一级耐火建筑楼板的耐火极限规定为。A、1.5h B、2h C、2.5h 6、防火墙是常用的防火分隔构件，一、二级耐火等级的建筑，考虑到耐火极限大一些，防火墙之间的距离可规定为。A、100m B、150m C、200m 7、混凝土施工规程规定“柱子分段灌筑高度不应大于”。A、3.5 m B、4 m C、4.5 m 8、凡柱子在时，不论房屋跨度大小和承重大小均不得采用砖排架承重方案。A、6 m 或 6 m 以上 B、8 m 或 8 m 以上C、9 m 或 9 m 以

10、上 9、回弹仪检测混凝土的强度，回弹仪测区面积一般为文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9

11、 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1

12、文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M

13、5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4

14、L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5

15、M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R

16、9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1学习 好资料精品资料20mm 20mm 左右，选点。A、16 个 B、14 个 C、12 个10、灰砂砖一定要在出窑后停放个月后再使用。A、1 B、2 C、3 三、判断题（每小题2 分、共 20 分）1、圈梁截面

17、高度不应小于180 mm （）2、钢结构的连接形式有焊缝连接，螺栓连接和铆钉连接。其中焊缝连接是现代钢结构最主要的连接方式。（）3、长高比较大的砖混结构，若中部沉降比两端沉降大可能产生“倒八字形”裂缝。（）4、混凝土蜂窝、死洞由混凝土浇筑质量不良形成。（）5、砼的抗压强度随温度升高而逐渐升高。（）6、地下商业建筑的安全出口之间的距离不应小于5 m。（）文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1

18、文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M

19、5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4

20、L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5

21、M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R

22、9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5

23、U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10

24、A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1学习 好资料精品资料 7、普通钢筋混凝土结构在使用权用过程中，出现细微的裂缝是正常的、允许的，一般构件不超过0.3mm.()8、对有振动荷载或跨度大于18 m 的建筑物不要选用轻钢屋架。（）9、地震引起的墙体裂缝大多呈“”形。（）10、浇筑混凝土时分几个薄层进行浇筑，以使砼的水化热能尽快散发，并使浇筑后的温度分布均匀，水平层厚度可控制在 12m 范围内。（）四、简答题（每小题10 分、共 20 分）1、工程建设重大事故分为哪些？2、砌体中发生裂缝主要原因有哪些？文档编码:CF1H3R9M5Y3 HB9X9

25、B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M

26、10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF

27、1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9

28、X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T

29、6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:

30、CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 H

31、B9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1学习 好资料精品资料五、事故分析（20 分）某悬挑雨篷，当混凝土浇筑完成并经过养护到期，拆模板后发现在根部出现裂缝，并迅速发展，最终沿根部断裂。试进行事故分析，并提出预防措施。建筑工程事故分析与处理试卷A卷答案一填空题1、回弹法声波法取芯法2、安全性评定使用性评定可靠性评定3、冲击法点荷法回弹仪法4、新旧砌

32、体咬槎结合钢筋连接5、低合金钢低碳钢6、天然地基人工地基7、柔性基础刚性基础8、发生蔓延充燃烧文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF

33、1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9

34、X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T

35、6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:

36、CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 H

37、B9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR

38、8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1学习 好资料精品资料二、选择题1、B 2、A 3、C 4、C 5、A 6、B 7、A 8、C 9 A 10 A 三判断题1、2、3、4、5、6、7、8、9、10、四简答题

39、1、一级死亡 30 人以上，直接经济损失300 万元以上。二级死亡人数 10 一 29 人，直接经济损失 100 一 300 万元。三级死亡人数 3 一 9 人，重伤 20 人以上，直接经济损失30 一 100 万元。四级死亡人数 2 人，重伤 3 一 19 人，直接经济损失 10 一 30 万元。2、地基不均匀沉降；地基不均匀冻胀；温度变化引起的伸缩；地震等灾害作用以及砌体本身承载力不足等5 个方面。五、事故分析 1、原因分析：雨篷板的受拉力主钢筋的位置不准。从断裂截面看，发现受主钢筋不在板上部而在板下部，位置错误，引起倒塌。按一般梁板，受拉主筋在构件下边，但对悬臂构件主要是受负弯矩，受拉钢

40、筋应放在上部，如图所示。在施工时，或者因施工人员不熟悉图纸，仅凭自已的感觉放在下边，造成错误；或者虽然放在了上边正确位置，但支承不牢，浇筑混凝土时因混凝土的浇筑压力，或者施工人员站在上面施工时把主筋踩到了下面。这样，雨篷上部的混凝土受拉区文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3

41、HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 Z

42、R8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档

43、编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y

44、3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9

45、 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1

46、文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1学习 好资料精品资料无钢筋

47、，连自重应力也承受不了，因而当拆模板时下边的支撑一拆，雨篷就折断了。预防措施：遇到悬挑构件施工时，一定要仔细检查钢筋的位置，在浇筑混凝土前采取必要的固定措施，以保证施工时钢筋不改变位置。建筑工程事故分析与处理试卷（B 卷）一、填空题（每空1 分、共 20 分）1、考虑到施工中采用混凝土强度等级及预制的试块未必能真实反映结构中混凝土的实际强度，可采用、等非破损方法测定结构中混凝土的实际强度。2、我国将建筑物的耐火极限分为级。3、目前常用与等来检测砌体中砂浆的强度。4、防雷装置分三个部分，即和。5、建筑结构用钢主要有和两种。6、建筑物地基可分为和。7、基础按变形特性可分为和。8、地下建筑就其用途划

48、分包括文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3

49、R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B

50、5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M10A5M1文档编码:CF1H3R9M5Y3 HB9X9B5U4L9 ZR8T6M1