2022年下半年北京一级建造师《项目管理》:建设工程项目的组织考试题.pdf
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1、2015 年下半年北京一级建造师项目管理:建设工程项目的组织考试题本卷共分为 2大题 40小题,作答时间为 180分钟,总分 100分,60分及格。一、单项选择题(在每个小题列出的四个选项中只有一个是符合题目要求的,请将其代码填写在题干后的括号内。错选、多选或未选均无分。本大题共 20小题,每小题 2分,共 40分。)1、建设工程项目综合指标是反映。A:建造能独立发挥生产能力的单项工程所需的全部费用指标、B:建造能独立发挥使用效益的单项工程所需的全部费用指标C:建造能独立组织施工的单位工程的造价指标D:建设工程项目从立项到竣工验收交付使用所需的全部投资指标E:玻璃幕墙2、职工的劳动保险费属于。
2、A:规费B:措施费C:人工费D:企业管理费E:玻璃幕墙3、法庭辩论时,以下选项中发言顺序最先的是_。A被告B第三人C法官D原告4、观感质量验收,通常采用观察及等简单的方式进行。A:测量B:模拟C:检测D:触摸E:中标通知书5、在有瓦斯或煤尘爆炸危险的工作面,应使用雷管是。A:油井电雷管B:安全电雷管C:抗杂电雷管D:秒延期电雷管E:水平、垂直混合安放6、根据水利工程建设施工监理规范SL 2882003,水利工程建设项目施工监理的主要工作方法,不包括。A:现场记录B:指令文件C:平行检验D:培训施工人员E:保证安全和使用功能的重要检验项目文档编码:CE6X2V6O6W10 HS10K2B10I2
3、Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I
4、2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10
5、I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B1
6、0I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B
7、10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2
8、B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K
9、2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K67、水泥管道的组合结构应构筑在坚实可靠的地基上基础坡度系数一般在或按设计要求A:1-3 B:3-5 C:1-3D:3-5E:安全措
10、施8、路基干湿类型应根据_确定。A路基土的含水量B路基土的潮湿度C路基土的分界稠度D路基土的分界含水量9、对于工程竣工结算书金额在800万元的情况下,发包人或受其委托的工程造价咨询人应在收到结算书之日起天内核对完毕。A:20B:30C:45D:60E:玻璃幕墙10、下列分片到货塔器现场组焊的要求中,属于卧式组对要求的是。A:设备在平台上组对时,平台不应有不均匀沉降文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1
11、 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y
12、1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2
13、Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I
14、2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10
15、I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B1
16、0I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B
17、10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6B:在下筒节的上口内侧或外侧设置定位板,将上筒节吊装就位C:在对口处放置间隙片,间隙片的厚度按对口间隙确定D:将各分段壳体吊到滚轮架支座上,对正四条方位线,调整间隙、错边量E:中标通知书11、高程控制网的测量方法有_。A导线测量、三角测量B水准测量、电磁波测量C电磁波测量、三边测量D三边测量、水准测量12
18、、工程进度交换图纸的性质,是用于的图纸。A:和相邻矿井工程施工单位交换B:提供给上级机关并逐月交换C:与兄弟单位用于经验交流的交换D:向地方政府主管部门汇报的E:水平、垂直混合安放13、整治多汊的潮汐河口口门内浅滩,当选定通航汊道的落潮流分流比不能满足要求时,可在非通航汊道建,使落潮流集中于通航汊道。A:锁坝B:丁坝C:顺坝文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6
19、X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE
20、6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:C
21、E6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:
22、CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码
23、:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编
24、码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档
25、编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6文档编码:CE6X2V6O6W10 HS10K2B10I2Y1 ZT2S1A1A8K6D:导流堤E:安装高度14、按照压力容器生产工艺过程中的作用原理分类,用于完成介质的流体压力平衡缓冲和气体净化分离等的压力容器是。A:反应压力容器B:分离压力容器C:储存压力容器D:换热压力容器E:中标通知书15、路基边沟、截水沟、取土坑或路基附近的积水,主要通过排除到路基以外的天然河沟。A:排水沟B:盲沟C:跌水D:涵洞E:工程月(周、日)报
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