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{预防高处坠落专项方案}
一、工程特点:
1、工程特点:
本,该工程结构类型为 结构,建筑层数地下 层、地上 层,总建筑面积 m2。外边缘点高 米、楼长 米、楼宽 米。
二、高处作业的要求及措施
(一)一般要求:
1、所有高处作业人员应接受高处作业安全知识的教育;高处作业人员应持证上岗,身体健康且每年体检一次,合格方可上岗;年龄超过50周岁的,不得安排高处临空作业。上岗前对对应的施工队组进行专门的安全技术交底并签字。
2、工地上的安全帽、安全带等必备的安全防护用具,必须有合格证明,并书面告知教会作业人员正确的佩戴和使用方法。
3、高处作业前,应由项目分管负责人组织有关部门对安全防护设施进行验收,经验收合格签字后,方可作业。
4、安全防护措施应做到定型化、工具化,防护栏杆以黄黑相间的条纹标示,洞口盖件等以红色标示。
5、作业高度超过2m时,必须搭设固定式操作平台。小于或等于2m的可采用移动式操作平台。严禁使用2条腿的马凳,各类作业平台,卸料平台应编制施工方案,经有关部门审批签字后方可作业。
6、“三宝、四口、五临边”应标识清楚,架体使用的材料必须定期检查,对钢管、扣件不合格的不得使用,对锈迹严重的必须报废,不得使用于本工程。
(二)、防护措施
1、脚手架的防护:
1.1. 脚手架内封闭。双排扣件式脚手架的内立杆应距建筑物的外边缘300-350mm,横向的水平杆离建筑物外边缘<100mm,在横向水平杆上应层层满铺脚手板(宽度>250mm)脚手板离建筑物外边缘<100mm,将脚手架与建筑物之间的空隙封闭起来,脚手板要不绑扎牢实,不能松动。
1.2.脚手架垂直封闭。首层和施工层必须满铺脚手板,每6步架(或高度≤10mm)满铺一层脚手板,同时,每隔一步架设置一道安全平网。
1.3.上下通道。本工程的上下通道使用钢管搭设,坡度为1:3,两侧的防护栏杆也为钢管搭设且满期铺安全网。通道内满铺脚手板、踏脚板。
1.4.架体拉结。本工程的架体采用刚性连墙件,利用预埋铁件的方法在建筑物主体结构内设置连墙件。用大横杆将立杆、预埋件用扣件连接,把荷载传于建筑结构中,保证架体的稳定。连墙件的最大间距为3步3跨。
2、临边防护
2.1.临边防护栏杆标准。本工程的防护栏杆均设置三度水平杆,即:扶手杆(高度1.0-1.2m)、拦腰杆(高度500-600mm)、踢脚板(高度200mm),踢脚板绑扎牢实,不能松动。
2.2.卸料平台两侧、运输通道等部位全部使用钢管搭设防护防撞栏杆,防撞栏杆标准除满足2.1的要求外,要求侧面满挂安全网,每米抗水平冲击力≥1000N。
2.3.电梯井、通道井。要求在电梯井、通道井的周边搭设防撞栏杆,在井内上方层层设置钢管支撑,并满铺脚手板。
2.4.建筑物临边。建筑物临边防护必须严密,牢固可靠、有效,不得采用封门、封楼梯等方式替代临边防护,做法同2.1。
3、卸料平台
3.1.杆件及搭设要求。架体材料为Φ48×3.5mm的钢管,联接扣件采用铸铁扣件,脚手板的厚度不小于50mm,架体材料均应满足有关力学性能要求。立杆间距纵向0.75mm,横向2m,主梁间距0.75mm,次梁间距0.5m。立杆底部垫250×250×50mm的垫木,立杆底设置底座。在立杆200mm以下设置纵横向扫地杆。大横杆步距为1.8m,两个侧面沿高度设置剪刀撑。卸料平台与建筑物采用刚性连接,具体做法同1.4脚手架的拉结(详附图)。
3.2.安全防护措施。卸料平台周边防护做1.2m高两道防护栏杆,中间一道栏杆0.6m高,上面一道栏杆1.2m高,底部用脚手板做挡脚板,外侧用安全网封严实。
生产场所的井、沟、坑、孔、洞,必须覆以与地面齐平的坚固盖板。施工中的预留孔和检修中需打开的孔洞,应加装可靠的临时盖板,未加盖板前必须设置临时围栏,悬挂标示牌等。临时打的孔洞,施工结束后必须恢复原状。防止工作人员误踏孔洞,发生坠落事故。
工地内外工作场所的照明应充足。特别危险的地方、设备检修和临时施工区域尤应加强照明,以防碰撞摔跌。
对设备和建筑物的拆除工程,必须事先制订保证人身安全的组织措施和技术措施。施工中要统一指挥,专人监护
1、工程特点:
本,该工程结构类型为 结构,建筑层数地下 层、地上 层,总建筑面积 m2。外边缘点高 米、楼长 米、楼宽 米。
二、高处作业的要求及措施
(一)一般要求:
1、所有高处作业人员应接受高处作业安全知识的教育;高处作业人员应持证上岗,身体健康且每年体检一次,合格方可上岗;年龄超过50周岁的,不得安排高处临空作业。上岗前对对应的施工队组进行专门的安全技术交底并签字。
2、工地上的安全帽、安全带等必备的安全防护用具,必须有合格证明,并书面告知教会作业人员正确的佩戴和使用方法。
3、高处作业前,应由项目分管负责人组织有关部门对安全防护设施进行验收,经验收合格签字后,方可作业。
4、安全防护措施应做到定型化、工具化,防护栏杆以黄黑相间的条纹标示,洞口盖件等以红色标示。
5、作业高度超过2m时,必须搭设固定式操作平台。小于或等于2m的可采用移动式操作平台。严禁使用2条腿的马凳,各类作业平台,卸料平台应编制施工方案,经有关部门审批签字后方可作业。
6、“三宝、四口、五临边”应标识清楚,架体使用的材料必须定期检查,对钢管、扣件不合格的不得使用,对锈迹严重的必须报废,不得使用于本工程。
(二)、防护措施
1、脚手架的防护:
1.1. 脚手架内封闭。双排扣件式脚手架的内立杆应距建筑物的外边缘300-350mm,横向的水平杆离建筑物外边缘<100mm,在横向水平杆上应层层满铺脚手板(宽度>250mm)脚手板离建筑物外边缘<100mm,将脚手架与建筑物之间的空隙封闭起来,脚手板要不绑扎牢实,不能松动。
1.2.脚手架垂直封闭。首层和施工层必须满铺脚手板,每6步架(或高度≤10mm)满铺一层脚手板,同时,每隔一步架设置一道安全平网。
1.3.上下通道。本工程的上下通道使用钢管搭设,坡度为1:3,两侧的防护栏杆也为钢管搭设且满期铺安全网。通道内满铺脚手板、踏脚板。
1.4.架体拉结。本工程的架体采用刚性连墙件,利用预埋铁件的方法在建筑物主体结构内设置连墙件。用大横杆将立杆、预埋件用扣件连接,把荷载传于建筑结构中,保证架体的稳定。连墙件的最大间距为3步3跨。
2、临边防护
2.1.临边防护栏杆标准。本工程的防护栏杆均设置三度水平杆,即:扶手杆(高度1.0-1.2m)、拦腰杆(高度500-600mm)、踢脚板(高度200mm),踢脚板绑扎牢实,不能松动。
2.2.卸料平台两侧、运输通道等部位全部使用钢管搭设防护防撞栏杆,防撞栏杆标准除满足2.1的要求外,要求侧面满挂安全网,每米抗水平冲击力≥1000N。
2.3.电梯井、通道井。要求在电梯井、通道井的周边搭设防撞栏杆,在井内上方层层设置钢管支撑,并满铺脚手板。
2.4.建筑物临边。建筑物临边防护必须严密,牢固可靠、有效,不得采用封门、封楼梯等方式替代临边防护,做法同2.1。
3、卸料平台
3.1.杆件及搭设要求。架体材料为Φ48×3.5mm的钢管,联接扣件采用铸铁扣件,脚手板的厚度不小于50mm,架体材料均应满足有关力学性能要求。立杆间距纵向0.75mm,横向2m,主梁间距0.75mm,次梁间距0.5m。立杆底部垫250×250×50mm的垫木,立杆底设置底座。在立杆200mm以下设置纵横向扫地杆。大横杆步距为1.8m,两个侧面沿高度设置剪刀撑。卸料平台与建筑物采用刚性连接,具体做法同1.4脚手架的拉结(详附图)。
3.2.安全防护措施。卸料平台周边防护做1.2m高两道防护栏杆,中间一道栏杆0.6m高,上面一道栏杆1.2m高,底部用脚手板做挡脚板,外侧用安全网封严实。
生产场所的井、沟、坑、孔、洞,必须覆以与地面齐平的坚固盖板。施工中的预留孔和检修中需打开的孔洞,应加装可靠的临时盖板,未加盖板前必须设置临时围栏,悬挂标示牌等。临时打的孔洞,施工结束后必须恢复原状。防止工作人员误踏孔洞,发生坠落事故。
工地内外工作场所的照明应充足。特别危险的地方、设备检修和临时施工区域尤应加强照明,以防碰撞摔跌。
对设备和建筑物的拆除工程,必须事先制订保证人身安全的组织措施和技术措施。施工中要统一指挥,专人监护
自由空间 2011-5-24 14:01:00 | 阅读全文 | 回复(18) | 引用通告 | 编辑
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