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二、危险部位、环节及危险因素 1. 基坑边坡坍塌风险：场地土质松软，基坑开挖未按方案放坡、未搭设支护；基坑周边堆土、砂石、砖块荷载过大；雨水浸泡边坡土体软化，易发生边坡滑塌掩埋作业人员。2. 基坑临边坠落风险：基坑四周未设置防护栏杆、警示标识；夜间无警示红灯；人员靠近坑边行走、休息、堆放材料，失足跌落基坑；上下基坑无专用安全爬梯，攀爬边坡上下。3. 土方机械伤害风险：挖掘机开挖、倒土回转半径内站人；机械视线盲区未设专人指挥；机械碾压坑边土体造成边坡失稳；车辆进出基坑坡道打滑、刹车失灵碰撞人员。4. 钢筋、模板物体打击风险：钢筋原材、模板堆放在基坑边缘易滑落入坑；高处传递钢筋、模板抛掷伤人；钢筋切断、弯曲作业飞溅铁屑；模板支撑体系搭设不牢固，浇筑时坍塌。5. 临时用电触电风险：振捣棒、照明、搅拌机电缆破损、拖地浸泡积水中；设备未接地、未配备漏电保护器；电线乱拉乱接，靠近金属模板、钢筋；临近开关站高压电缆、带电柜体施工，安全距离不足。6. 环境因素：六级及以上大风、暴雨天气冲刷基坑边坡；大雾、夜间照明不足视线差；基坑内积水、淤泥湿滑易摔倒。7. 人员违章作业风险：作业人员不佩戴安全帽、防滑鞋；基坑内2m以上支模、绑筋未系安全带；酒后、疲劳作业；无证操作挖掘机、钢筋加工机械；交叉作业无隔离防护；随意拆除基坑支护、临边防护。三、具体安全预防措施 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四、应遵守的安全操作规程及相应的安全注意事项1. 严格执行基础施工安全禁令：基坑无支护、无临边防护不施工；无安全爬梯不下基坑；坑边堆载超标不施工；机械无专人指挥不开机；用电无漏电保护器不作业；高处无安全带不操作；大风暴雨不基坑作业；临近高压无监护不施工；模板支撑未验收不浇筑；垂直交叉无隔离不同时施工。2. 土方开挖机械操作规范：开机前检查刹车、回转、灯光；回转、倒车提前鸣笛示警；禁止超挖、掏底开挖；机械与基坑边缘保持不小于2m安全距离。3. 钢筋模板作业规范：堆放钢筋、模板稳定牢靠，防止倾覆；高处绑扎钢筋、支设模板工具放置工具袋，禁止随手乱放；未凝固混凝土、未加固模板不得踩踏。4. 混凝土浇筑及振捣操作：振捣设备使用前检查线缆绝缘；湿手禁止插拔电源；转移振捣棒时先断电；浇筑过程专人观察模板支撑、基坑边坡变形情况。5. 夜间施工要求：基坑内部、坑边、机械作业区、钢筋加工区布置充足照明；临边防护、高压隔离区域增设警示灯带，安排专人定时巡查边坡、用电、防护设施。五、面对事故隐患时应采取的措施1. 基坑边坡开裂、土体滑移：立即停止全部作业，组织基坑内人员快速撤离，设置警戒线禁止靠近，采取加固、卸载土方措施，验收稳定后方可复工。2. 临边防护缺失、爬梯损坏：暂停基坑作业，立即补齐防护栏杆、修复安全爬梯，悬挂警示标识。3. 电缆破损、设备漏电：第一时间切断总电源，隔离故障机具，更换防水线缆，绝缘检测合格后方可使用。4. 模板支撑松动、变形：停止混凝土浇筑，疏散人员，加固支撑体系，重新验收合格再施工。5. 坑边堆料超载、土方滑落风险：疏散周边人员，及时转运坑边物料至安全场地，减轻边坡荷载。6. 降雨积水浸泡基坑：停工疏通排水，抽排坑内积水，全面检查边坡稳定性。六、面对事故时的避险及救援措施1. 边坡坍塌掩埋人员：严禁盲目下坑挖掘，先加固边坡防止二次坍塌，使用工具缓慢施救，拨打120并上报项目部。2. 人员高处坠落、物体打击：立即停止作业疏散人员，不随意挪动伤员，出血部位止血、骨折简单固定，第一时间拨打120并上报现场管理人员。3. 机械碾压、挤压伤人：立即熄火锁定机械设备，保护伤口止血，避免二次伤害，同步上报、拨打急救电话。4. 触电事故（触碰破损电缆、高压带电部位）：迅速切断总电源，施救人员穿戴绝缘用品，伤者失去意识立即实施心肺复苏并送医。5. 人员跌落基坑：搭设爬梯有序施救，检查伤者有无骨折、颅脑损伤，禁止拖拽伤者。6. 基坑积水、人员溺水：快速抽排积水，抛投救生器材，上岸后做好保暖，昏迷人员及时急救送医。","本次考核针对开关站基础施工安全技术交底内容，考察作业人员对施工危险因素、安全预防措施、隐患处置及应急救援知识的掌握情况，满分100分。",569699,24,49,0,"用户Fyfxr",1782984388000,"学生能力测评,选项随机打乱,在线考务系统"]