2022年安全知识竞赛题库.pdf

2015 年知识竞赛安全部分题库一、判断：1、根据建筑施工模板安全技术规范（JGJ162-2008）的规定，扣件式钢管模板支撑体系，当层高在820 米时，在最顶步距两水平杆中间应加设一道水平杆。（）2、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，用电设备的开关箱中设置了漏电保护器以后，其外露可导电部分可不需连接 PE线。（）x 正确：其外露可导电部分必须连接PE线。3、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，施工现场用电工程的二级漏电保护系统中，漏电保护器可以分设于分配电箱和开关箱中。（x ）正确：漏电保护器应分设于总配电箱和开关箱中。4、根据建筑施工塔式起重机安装、使用、拆卸安全技术规程（JGJ196-2010）的规定，塔式起重机附着装置的构件和预埋件应按照使用说明书的要求现场制作。（）正确：附着装置的构件和预埋件应由原制造厂家或由具有相应能力的企业制作。5、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，悬挑脚手架的U形钢筋拉环或锚固螺栓应预埋至混凝土梁、板面层钢筋位置，并应与混凝土梁、板面层钢筋焊接或绑扎牢固。（）正确：应与混凝土梁、板底层钢筋焊接或绑扎牢固。6、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，三相五线制配电的电缆线路可以采用四芯电缆外加一根绝缘导线代替。（x）正确：三相五线制配电的电缆线路必须采用五芯电缆。7、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，电梯井口必须设置防护栏杆，电梯井内应每隔15m设一道安全网。（）正确：电梯井内应每隔不超过10m设一道安全网。8、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，每台用电设备应有各自专用的开关箱，必须实行“一机一闸”制，严禁用同一个开关电器直接控制二台及二台以上用电设备。（）9、根据建筑施工塔式起重机安装、使用、拆卸安全技术规程（JGJ196-2010）的规定，塔式起重机的连接件严禁用其他代用品代用，但连接件的防松防脱件可使用其他代用品代替。（）正确：连接件及其防松防脱件应符合规定要求，严禁用其他代用品代用。10、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，对高度24m以上的双排脚手架，应采用刚性连墙件与建筑物连接。（v）11、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，分配电箱与开关箱的距离不得超过30m，开关箱与其控制的固定用电设备的水平距离不宜超过3m。（）12、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，一般场所开关箱中漏电保护器的额定漏电动作电流应不大于 30mA，额定漏电动作时间不应大于0.1s。（）13、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，当采用扣件式钢管做立柱支撑时，严禁将上段的钢管立柱与下段钢管立柱错开固定于水平拉杆上。（）14、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，起重机的任何部位或被吊物边缘与10KV以下的架空线路边最小安全距离水平不得小于2 米、垂直不得小于3 米。文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S215、根据建筑施工模板安全技术规范（JGJ1622008）的规定，在立柱底距地面200mm 高处，应沿纵横水平方向设扫地杆。（）16、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，分层施工的楼梯口和梯段边，必须安装临时护栏。（）17、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，因为建筑起重机械金属结构已经有良好的接地，其电气设备正常不带电的金属外壳可不再作保护接零。（）正确：电气设备的金属外壳必须与保护零线连接。18、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，悬挑脚手架型钢悬挑梁尾端应在两处及以上固定于钢筋混凝土梁板结构上。(V)19、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，临边防护栏杆搭设应牢固，其整体构造应使防护栏杆在上栏杆任何处能经受任何方向的1000N的外力。（）21、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，临边防护栏杆必须由上、中、下三道横杆及栏杆柱组成。（）正确：防护栏杆应由上、下两道横杆及栏杆柱组成。22、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，施工现场停、送电的操作顺序是：送电时，总配电箱分配电箱开关箱；停电时，开关箱分配电箱总配电箱。（）文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S223、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，悬挑脚手架U形钢筋拉环、锚固螺栓与型钢间隙应用钢楔或硬木楔楔紧。（）24、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，楼板、屋面等面上短边尺寸小于25cm但大于 2.5cm 的孔口，均必须用坚实的盖板盖没。（）25、根据建筑施工模板安全技术规范（JGJ1622008）的规定，扣件式钢管模板支撑体系，立柱接长严禁搭接，必须采用对接扣件连接，相邻两立柱的对接接头不得在同步内，且对接接头沿竖向错开的距离不宜小于500mm。（）26、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，模板支撑体系杆件应与外脚手架、卸料平台等连接设置。（）正确：模板支撑体系杆件不得与外脚手架、卸料平台等连接设置。27、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，吊装中的预制构件上严禁站人和行走。（）28、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，扣件式钢管脚手架，主节点处必须设置一根横向水平杆。（）30、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，施工电梯与建筑物之间的通道两侧边必须设防护栏杆，平台口还应设置安全门。（）31、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，建筑施工扣件式钢管脚手架的扣件拧紧扭力矩应控制在 4560N m之间。（）正确：螺栓拧紧扭力矩不应小于40N m，且不应大于 65Nm。文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S232、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，扣件式钢管脚手架立杆顶端栏杆宜高出女儿墙上端 1m（）33、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，使用直爬梯进行攀登作业时，攀登高度一般不宜超过5m。（）34、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，结构施工三层起，凡人员进出的通道口，均应搭设安全防护棚。（x）正确：结构施工二层起，凡人员进出的通道口，均应搭设安全防护棚。35、作业人员上下梯子时，必须面向梯子，且手不得手持器物。（）36、根据施工现场临时用电安全技术规范（JGJ46-2005）的规定，在同一个低压供电系统中，允许保护接地和保护接零同时使用。（）正确：在同一个低压供电系统中，不得一部分设备做保护接零，另一部分设备做保护接地。37、根据建设工程施工现场环境与卫生标准（JGJ146-2013）的规定，施工现场生活区宿舍、休息室必须设置可开启式外窗，床铺不得超过2 层，可使用通铺。(V)38、根据建筑施工高处作业安全技术规范（JGJ80-91）的规定，对进行高处作业的高耸建筑物，应事先设置避雷设施。（）39、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，拆除脚手架时，分段拆除高差大于两步时，应增设连墙件加固。(v)文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S240、根据建筑施工升降机安装、使用、拆卸安全技术规程（JGJ215-2010）的规定，操作手动开关的施工升降机时，应利用机电联锁开动或停止施工升降机（）正确：严禁用行程限位开关作为停止运行的控制开关。41、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，扣件式钢管脚手架，作业层脚手板应铺满、铺稳，铺实。（）42、根据建筑施工升降机安装、使用、拆卸安全技术规程（JGJ215-2010）的规定，施工升降机安装作业时必须将按钮盒或操作盒移至吊笼顶部操作。（）43、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，悬挑脚手架型钢悬挑梁宜采用双轴对称截面的型钢。(V)44、根据建筑施工塔式起重机安装、使用、拆卸安全技术规程（JGJ196-2010）的规定，塔式起重机起重司机及司索工应取得特种作业人员资格证书，而起重信号工则无需持证上岗。（）正确：塔式起重机起重司机及起重信号工、司索工应取得特种作业人员资格证书，严禁无证上岗。45、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，旧扣件使用前应进行质量检查，螺栓出现滑丝的应修补后使用。（x）正确：螺栓出现滑丝的严禁使用。46、根据建筑施工塔式起重机安装、使用、拆卸安全技术规程（JGJ196-2010）的规定，塔式起重机的安全装置必须齐全，并应按程序进行调试合格。（）47、根据建设工程施工现场环境与卫生标准（JGJ146-2013）的规定，建筑施工现场的食堂应设置在远离厕所、垃圾站、有毒有害场所等有污染源的地方。(v)文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S249、根据建筑施工特种作业人员管理规定(建质200875号)的规定，扣件钢管脚手架安装与拆除人员必须是经省级建设行政主管部门或其委托的考核机构考核合格的专业架子工,架子工应持证上岗。（）50、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，扣件式钢管脚手架搭设时应对扣件质量进行检查，有裂缝、变形的扣件，修补后方可使用。（）正确：有裂缝、变形的扣件，不得使用。51、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，悬挑脚手架用于锚固的U形钢筋拉环或螺栓应采用冷弯成型。（）52、根据建设工程施工现场环境与卫生标准（JGJ146-2013）的规定，建筑施工现场的食堂炊事人员必须经培训合格并持证上岗。（x）正确：建筑施工现场的食堂炊事人员必须经体检合格并持证上岗。53、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，扣件在使用前应逐个挑选，有裂缝、变形、螺栓出现滑丝的严禁使用。扣件进入施工现场应检查产品合格证，并应进行抽样复试，技术性能应符合现行国家标准钢管脚手架扣件 GB 15831的规定。()54、根据建筑施工扣件式钢管脚手架安全技术规范（JGJ130-2011）的规定，搭拆脚手架时，地面应设围栏和警戒标志。（）文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX10Y9R2E5E4 HN2F8U1L4R10 ZN9T3H1G2S2文档编码:CX