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2023年施工工作总结(二十八篇)

格式:DOC 上传日期:2023-03-23 16:13:49
2023年施工工作总结(二十八篇)
时间:2023-03-23 16:13:49     小编:zdfb

总结是写给人看的,条理不清,人们就看不下去,即使看了也不知其所以然,这样就达不到总结的目的。什么样的总结才是有效的呢?以下是小编精心整理的总结范文,供大家参考借鉴,希望可以帮助到有需要的朋友。

施工工作总结篇一

本工程位于广元市三堆中学校园内。由四川蜀通岩土公司勘察;四川蜀通岩土公司设计;成都建设城建工程咨询管理有限公司监理 监督单位为,广元市工程质量监督站。

本工程从20xx年x月x日开工,我单位进行施工组织安排,先进行三级教育以及签订安全责任书。本工程分为挡土墙分部、护坡分部、排水沟工程、锚杆分部工程四个部分,该工程自开工以来项目部全部以严谨的工作态度,精心组织施工,按设计文件和现行的标准、规范来约束自己的施工行为,认真贯彻执行公司颁布的《质量手册》和《程序文件》等质保体系内控制度。

本工程从20xx年x月x日开工,工程进展顺利,在20xx年x月x日遭遇特大暴雨的袭击,造成原边坡地形发生巨大变化,造成增加工程量以及重新进行设计,并造成本工程工期延长。

1、严把工程材料质量关。材料采购有质保书、合格证。进场后会同现场监理,随机见证取样,检验合格后才用于工程中。

2、严把工程质量关,实行“三检制”,班组自检、互检、交接检,在此基础上,由项目部检查、公司抽查,组成一个完整的质量检查体系。在各种检查中实行“质量否决制”,在分项、分部工程施工前对施工班组进行技术交底,在工程隐蔽前,由监理人员检查验收合格后才进行隐蔽,发现不合格的分项工程坚决返工重做。

3、坚持计量制度及见证取样制度。在砼、砂浆搅拌前按设计配合比及现场测定的砂、石含水率等及时进行调整,并挂出配合比牌。坚持对原材料车车过磅,做好记录。砼试块、砂浆试块由监理进行现场取样。

本工程主控项目全部合格,一般项目符合设计及施工规范要求,工程控制资料完整,质量观感评定为好。

根据资料和实体综合评定,我们自评质量等级为合格。

以上的总结只能是施工单位的自我评价,我们还将接受各位领导、专家的严格审查和检验。

谢谢大家!

施工工作总结篇二

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施工工作总结篇三

本工程位于公明办事处xx社区。由中国有色金属工业西安勘察设计研究院勘察;中国有色金属工业西安勘察设计研究院设计;北京中城建建设监理有限公司监理;深圳市光明新区建设工程质量安全监督站进行监督。

本工程从20xx年x月x日开工,我单位进行施工组织安排,先进行三级教育以及签订安全责任书。本工程分为格构梁分部工程、排水沟工程、锚杆分部工程三个部分,该工程自开工以来项目部全部以严谨的工作态度,精心组织施工,按设计文件和现行的标准、规范来约束自己的施工行为,认真贯彻执行公司颁布的《质量手册》和《程序文件》等质保体系内控制度。

本工程从20xx年x月x日开工,工程进行锚杆测量放点时发现与设计图纸不符,现场工程量比图纸工程量要多,造成增加工程量并造成本工程工期延长。

项目部在整个工程的施工过程中,对“人、机、法、检、环”等三大质量因素进行全方位的质量管理及时控制。

1、严把工程材料质量关。材料采购有质保书、合格证。进场后会同现场监理,随机见证取样,检验合格后才用于工程中。

2、严把工程质量关,实行“三检制”,班组自检、互检、交接检,在此基础上,由项目部检查、公司抽查,组成一个完整的质量检查体系。在各种检查中实行“质量否决制”,在分项、分部工程施工前对施工班组进行技术交底,在工程隐蔽前,由监理人员检查验收合格后才进行隐蔽,发现不合格的分项工程坚决返工重做。

3、坚持计量制度及见证取样制度。在砼、砂浆搅拌前按设计配合比及现场测定的砂、石含水率等及时进行调整,并挂出配合比牌。坚持对原材料车车过磅,做好记录。砼试块、砂浆试块由监理进行现场取样。

1、与建设单位:在施工过程中,我施工单位认真履行合同承诺,在工程质量,进度管理方面,绝对服从建设单位领导及现场管理人员的管理和监督,提出合理的科学的建议和意见,我方及时整改处理,建设单位每次下达的任务我单位都是及时安排人力保时、保质、保量的完成,共同维护工程质量。

2、与监理单位:接受监理单位的监督检查,工序质量严格报验,得到监理检查合格认可后再进行下面的工作,在工作中同监理沟通意见,一起研究分析,科学实效地处理一些工程质量问题,共同把好质量关。

本工程主控项目全部合格,一般项目符合设计及施工规范要求,工程控制资料完整,质量观感评定为好。

综上所述,我施工单位在该工程施工中得到了建设单位、监理单位及社会各界的大力支持和帮助,为此表示感谢。在今后的工作中我方力争做到更加完美。

施工工作总结篇四

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施工工作总结篇五

作为一名管理人员,对这一年多来的施工管理工作从以下几个方面坐一下简单得总结。施工项目现场管理的重点包括施工进度管理、工程质量管理、工程投资控制、信息管理、现场安全管理和现场组织协调六个方面。

进度管理是施工项目现场管理中最主要的环节,是施工项目按照合同工期顺利完成的有力保证。因此,首先应严格执行公司各项管理制度,层层落实责任,坚持进行周会议,并对工程施工进度进行周总结,对下周工作进行合理有效的计划,以书面形式进行记录,且以会议的形式进行安排。其次,科学合理的安排施工时间,督促协作队伍现场管理人员,对其施工人员的工作进行明确分工、各司其职、克服困难,确保工期目标的实现。

质量管理是施工项目现场管理中最为重要的环节,一定要加强过程控制,及时消除隐患。在质量管理方面,首先应建立完善的质量管理保证体系,强化质量意识,落实质量责任,使质量目标的实现落实到每一个人。其次,严格执行质量验收制度,严把质量关。每一份施工用料,每一道施工工序,都要过质量关。对施工过程各个阶段进行检查,对发现的问题必须查明原因,追查责任,严把材料采购和进场质量验收,杜绝不合格品材料混入现场。技术员和质检员都要严格要求,负起责任,对施工中用料的配比进行严格把关,使其按照标准规范进行施工。

三、工程投资的控制

投资控制,及工程成本管理,现场管理人员应责任明确,将质量、进度、成本四方面结合起来进行综合管理,并根据成本管理的目标与施工队伍签订施工合同,明确责任与目标。其次,现场管理人员应熟悉施工设计图纸及施工前期会议交底中所制定的工程量,把握现场施工工作量,严格按照施工设计图纸进行现场施工,对于在实际施工过程中遇到和设计图纸有出入的地方,应提前分别向建设单位和施工设计单位进行反映,要求其出具施工变更依据。在施工中搞好阶段核算,分阶段对施工工程量和设计工程量进行对比,以便核实工程量,不断总结项目成本管理经验,制定切实可行的改进措施,不断提高成本管理水平。

信息管理即现场工程资料的管理和资料信息总结上报,保证工程进展及现场施工情况及时反映到项目各个单位及负责人。作为施工现场管理人员,要对工程过程中遇到的问题进行总结并按时上报,对工程数据进行跟踪并记录,保留好现场影像资料,尤其是对隐蔽工程,一定要做好资料的搜集和整理。严格执行公司管理制度,组织工程项目有关人员开展周会议,并及时记录每次周例会会议纪要,做好周工作报告、周工作进度计划等资料的总结及规划记录,做好工程施工日志的记录工作。其次,收集好施工设备、材料等的进场记录,并督促施工单位进行工程有关资料的整理及签字工作。

安全管理保证项目施工过程中没有危险、不出事故、不造成人身伤亡和财产损失。“安全第一,预防为主”是安全管理必须遵循的原则。安全管理必须贯穿于施工管理的全过程,首先应建立安全生产文明施工保证体系,加强施工安全生产文明施工的教育,制定有针对性的安全技术措施和专项安全生产施工方案,对不同阶段的工程特点作重点防范,注意施工中防止坍塌、防止碰撞伤、防止触电危险、夏季防蚊虫,做好车辆机械运行安全管理,施工人员在施工现场做好自身安全防护措施。坚持进行班前安全会议,在施工过程中依然坚持“三不伤害”原则,及时消除工程中存在的各个安全隐患。

工程的顺利进行,与施工现场管理是全方位的,要求项目管理者对施工项目的安全、质量、进度、成本等方面都要进行正规化、标准化、制度化管理。成功的项目管理,能促进项目的发展。因此管理人员在项目的建设实践中不断探索,最终探索出一条施工项目现场管理的成功之路。

以上就是对这一年多的管理工作所做的总结,在以后的工作我将更加注重自身的能力培养和公司发展相结合。更好的完成各项工作,努力提高管理水平,为公司的发展壮大贡献自己的一份力量。

施工工作总结篇六

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������������20xx��7��28�õ¿ï¿½ï¿½ï¿½ï¿½ï¿½8��28�õ½ï¿½ï¿½ï¿½ï¿½ë»ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½õ£ï¿½12��2�õ½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½õ£ï¿½ï¿½ï¿½ï¿½ú·å¼ùºï¿½ï¿½ï¿½20xx��3�â¸ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½20xx��5��18����ê½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½õ£ï¿½ï¿½ï¿½ê©ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ð£ï¿½ï¿½ò·ï¿½ï¿½ãµï¿½ï¿½ï¿½91404���ó¸ï¿½î»ï¿½×³ï¿½ï¿½íºó±ï¿½ï¿½ï¿½ï¿½û¹ï¿½ï¿½ï¿½ï¿½ï¿½ä¿ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½þ¹ï¿½ë¾ï¿½ô¼ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ø²ï¿½ï¿½ï¿½ï¿½ìµ¼ï¿½ä´ï¿½ï¿½ï¿½ö§ï¿½öºí°ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ú´ë£ï¿½ï¿½ò´ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ð½ï¿½ò»ï¿½ö¼ï¿½ï¿½åµï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½þ¹ï¿½ë¾è«ï¿½ï¿½ö°ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ï¿½ìµ¼ï¿½í²ï¿½ï¿½å±ï¿½ê¾ï¿½ï¿½ï¿½äµä¸ï¿½ð»ï¿½ï¿½

施工工作总结篇八

1、工程名称:91404部队34#场地食堂工程

2、项目地址:辽宁省绥中县小黑山部队营区内

3、建设单位:中国人民解放军91404部队

4、勘察单位:中冶沈勘秦皇岛工程技术有限公司

5、设计单位:总装备部工程设计研究所

6、承包单位:中建一局集团第六建筑有限公司

7、监理单位:河北方舟工程项目管理有限公司

8、监督机构:部队质检站

9、本工程简要概述:

该单位工程为91404部队34#场地食堂工程,框架结构,地上两层,总建筑面积1567,建筑总高度13.75米,结构安全等级2级,抗震设防烈度为6度。功能主要分为厨房操作间和食堂大厅两部分,在二层设有独立就餐房间。

本工程主体为框架结构,材料采用一级钢:6.5mm、8mm、10mm,二级钢:12mm、14mm、16mm、20mm,三级钢:16mm、18mm、20mm、22mm、25mm、28mm共计13种规格型号,分别产自凌钢、宣钢、唐钢。所有钢筋均有出厂合格证、检测报告,现场做了见证复测;本工程混凝土设计强度垫层为c10,基础主体均为c30,由河北燕阳建筑集团有限第一分公司搅拌站提供。

装饰装修工程主要材料:水泥采用的是秦皇岛抚宁华坪水泥厂生产的亮甲山牌水泥,砂石料产自辽宁绥中,墙地砖选用的均为福建大厂生产的合格产品,我方在采购上述材料以前和过程中,遵循报验程序,首先提供材料样品,在得到监理和建设单位的书面确认后才开始大批量采购进场,以保证本工程的主体和装饰装修质量。

本单位工程共分为六大分部,分别为基础分部、主体分部、装饰装修、屋面、给排水及暖通、电气工程;质量控制资料分为16项;安全和主要使用功能检验分为8项,上述项目我方自检结论--合格。

本工程于20xx年7月28日开工,8月28日进行了基础验收,12月2日进行了主体验收,春节放假后于20xx年3月复工,于20xx年5月18日正式竣工验收,在施工过程中,我方得到了91404部队各位首长和河北方舟工程项目管理有限公司以及各级相关部门领导的大力支持和帮助,在此,我代表我中建一局集团第六建筑有限公司全体职工向各级领导和部门表示衷心的感谢。

施工工作总结篇九

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施工工作总结篇十

本次施工主要内容为调节池一座,主要功能为调节阿克苏预处理工业废水,将来水水量、水质进行调节之后,均匀进入后序污水处理单元。

调节池前端设置配水整流井,配水井平面尺寸5.5х5.0米,水深5.3米,池深6米,池内设置淹没式矩形堰一道,堰前设置dn600超越管一根,当调节池需要检修时,直接超越至厂区w41号井,再进入提升泵房。

堰后采用渠道与调节池连接,渠道宽度b=1.4米,水深h=0.7米,渠道总高度h=1.6米。

调节水池以调节来水水量为主,近期20xxm3/d时,调节时间36小时;中期6000m3/d时,调节时间12小时;远期20xx0m3/d时,调节时间3.6小时。调节池总容积为3000m3,分2座,每座容积v=1500m3。单座调节池平面尺寸取30.0х10.0m,水深5.0m,池高6.0m。

2座调节池之间按照300%回流循环计算,利用墙式轴流泵实现,单座轴流泵流量375m3/h,h=0.8m。n=6.0kw。为均匀水质,调节池设置立式搅拌器6台,h=5.0m,n=3.0kw。

调节池等基础采用预应力砼桩桩基。

工程中标价6473161元。本工程从20xx年x月x日开工至20xx年x月x日竣工,计划工期100天,实际工期230天。

本工程由中天建设集团有限公司总承包施工;中国市政工程中南设计研究院设计;杭州天恒投资建设管理有限公司监理;建设单位为宁波北区污水处理有限公司。

电气部分:238727元占合同总价3.69%

绿化部分:116382元占合同总价1.80%

市政部分:3929200元占合同总价60.7%

管道部分:367004元占合同总价5.67%

自控部分:452216元占合同总价6.99%

设备部分:1369632元占合同总价21.15%

增加及变更工程量:

1、基坑围护变更

2、水池防腐涂料变更

3、增加w42井及钢板桩围护

4、增加回用水管

质量是企业的生命,为了确保工程质量,建立纵向到底、横向到边的质量管理体系,层层签订质量责任状,层层实行保优经济责任抵押制,明确各级责任,并将质量目标细化到每道工序,分解到分项工程和作业班组,奖惩兑现到个人,按工序、工种、专业实行严格控制,切实把涉及质量的方方面面纳入有序可控的每一工序当中,营造出全员、全过程、多层次、全方位的质量控制格局。

⑴自检验收制度

每位施工人员对施工的分项工程随时进行自检,发现不合格的及时返修,不留质量隐患,每道工序施工完成后必须要进行自检,合格后方可进行下道工序的施工并将自检实测数据填写在自检记录上,交质检人员复查核定。

⑵互检验收制度

施工班组对施工的分项工程互相进行检查,发现不合格处及时相互通报,加以纠正。要及时组织班组、质检人员、施工人员互相检查,督促上道工序,搞好本道工序,服务下道工序。

⑶交接检验收制度

工序交接检查在双方自检的基础上进行抽检认定后方能办理工序交接检手续,凡不符合质量要求的不准办理交接手续,工序交接由班组长或兼职质检员负责,班组交接由项目负责人或质检工程师组织,在交接检查过程中要树立为下道工序服务的思想。

⑷隐蔽工程检查验收制度

严格按程序检查,以防质量隐患,在班组自检、互检和交接检合格的基础上报质检工程师进行隐蔽检查,最后交监理工程师检查签认后方可隐蔽,隐蔽工程必须按规定填写隐蔽工程检查证并填写施工日志。

有详细的原材料合格证及复试报告,做好工序评定和实测实量工作,有较详实的隐蔽工程检查记录,各试验报告单,单位工程评定及一整套的施工技术资料。

钢筋原材料试验共计12组,合格12组

水池垫层c20砼试块共计2组合格2组

水池接桩c35砼试块共计1组合格1组

水池底板c30砼试块共计1组合格1组

水池墙板c30砼试块共计6组合格6组

剪力墙c30砼试块共计3组合格3组

顶板、井c30砼试块共计3组合格3组

同条件养护c30砼试块共计7组合格7组

基桩低应变(水池)31根i类桩10根ii类桩20根iii类桩1根(已处理)基桩低应变(管道)7根i类桩6根ii类桩1根

基桩高应变8根达到设计承载力7根未达到设计承载力1根(设计确认)桩基静荷载(抗拔)试验3根合格3根

从工程开工到竣工业主单位领导十分重视,经常深入现场指导工作,及各方面密切配合,我施工单位努力合作,工程进展顺利,无质量事故和安全事故发生。

我单位自评结论为:本工程按质、按量、按期竣工,为合格工程。

施工工作总结篇十一

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施工工作总结篇十二

俗话说“三分饥寒,七分温饱”,是非常有道理的。冬季防寒保暖固然重要,但保暖过度,容易使机体的调节和适应能力下降,耐寒能力降低,反倒容易引发一些疾病。所以冬季防寒应注意以下几个方面:

被褥太厚

睡觉时被褥太厚会压迫身体,不能使身体彻底放松,同时太厚的被褥也会压迫心脏等脏器,影响健康。

蒙头睡觉

如果蒙头大睡,会因被窝内二氧化碳等废气逐渐增加,影响正常的呼吸甚至造成窒息。同时也可因被窝内缺氧而诱发心脑血管病。

日晒过长

冬天的太阳又舒服又暖和,每天晒会儿太阳本是好事,因为适当晒太阳有利于机体对钙质的吸收,但晒太阳也有个度,如果时间过长则对身体有害无益。因为日晒过长会损伤皮肤,破坏人体的自然屏障,使大气中有害的化学物质、微生物侵袭人体,造成感染,还可诱发许多疾病。婴幼儿皮肤娇嫩,更不能直接暴露在阳光下久晒。

紧闭门窗

冬季,很多人紧闭门窗,足不出户。由于紧闭门窗,室内空气流通不佳,导致空气污浊,容易引发头昏、出汗、咽喉干痛、胸闷不适等症状。

运动减少

冬季由于气候寒冷,人们多不愿出外运动。其实,越是寒冷,越应多多运动,因为运动是驱除寒冷的最好办法,还可增强抗病能力,减少疾病的发生。冬季运动可选择慢跑、骑自行车、打太极拳等,也可选择室内健身,如跳操、打乒乓球、保龄球等。

五种抗寒防病的方法:

一、常喝白开水

冬天气候乾燥,人体极易缺水,常喝白开水,不但能保证机体的需要,还可起到利尿排毒、消除废物之功效。

二、常喝枣姜汤

用大枣10枚、生姜5片煎茶,每晚服用一次,能起到增强人体抗寒能力,减少感冒及其他疾病的作用。

三、坚持冷水洗脸

可增强人体耐寒、抗病能力,起到预防伤风、感冒之目的。

四、床头常放柑桔或薄荷油

柑桔性温,散发出来的强烈气味可祛除病毒。床头摆柑桔,可预防上呼吸道疾病;睡前吃几瓣桔子,能化痰止咳。用薄荷油一小瓶,置於枕头边,用漏气的瓶塞盖好,让薄荷气体慢慢散发,也有治头痛、鼻塞之功效。

五、夜卧桑菊枕

冬桑叶和秋菊可清目醒脑治感冒。用其作枕芯,使人头脑清新,入睡适意,也能防治感冒。

也许你掌握了以下几个小窍门后,这个冬天您可能会过得更加舒适。

首先,洗脸次数别太多!

在冬天,应该尽量减少洗脸的次数。洗脸时也不要使用过热的水,水温过高一方面会直接灼伤皮肤,另一方面也会把脸上的油脂冲洗干净,就起不到保护皮肤的作用了,容易造成皮肤干裂。另外,洗完脸后最好过半个小时以后再外出,这样能降低寒风对面部皮肤的伤害。

冬季嘴唇特别容易干裂,有的人喜欢用舌头舔嘴唇,用唾液来保持嘴唇的湿润,可效果却是适得其反、越舔越干。这是因为唾液中含有粘稠的淀粉酶,留在嘴唇上的唾液水分蒸发完后,淀粉酶就会象一层糨糊一样留在嘴唇上,这样更加容易造成嘴唇干燥,甚至破裂出血。冬季保护嘴唇,最好还是使用润唇膏。

洗头时间有讲究,冬季洗头应该选择一天中温度较高得时候,切忌在睡觉前洗头,因为一般用热水洗头后,头皮上的毛细血管扩张,机体向周围辐射热量增多。同时,洗头后头发是湿的,水分蒸发时会带走很多热量。在这个时候去睡觉,十分容易引发感冒。

穿衣不宜过紧。大家普遍认为,冬天保暖就应该把衣服穿多一点、穿紧一点,其实这是一种片面的认识。穿着衣物如果过紧,人体的血液循环会受到一定的阻碍,反而不利于保暖。比如鞋袜穿得过紧会导致脚部血流不畅,热量无法顺利到达脚部,脚反而觉得更冷了,长期这样,会导致冻疮发生。

搓搓揉揉防冻疮。

寒冷天气,很多人的手、脚、脸部等地方会出现冻疮。

治疗冻疮的简便方法,一是热熨法,用电吹风距皮肤20厘米左右对准患处,用热风徐徐吹拂5分钟,以加快皮肤血液循环。二是按摩法,就是挫热双手后对患处进行按摩,长期坚持,对治疗冻疮又不错的效果。另外,经常搓搓手,跺跺脚也可以有效的预防冻疮。

尽量不要热水洗脸到了冬天,人们不喜欢沾凉水,就连洗脸也觉得用热水洗起来比较温暖。但是这样做的结果是直接摧毁皮肤弹性,很容易造成皮肤松弛,而且也不利于防止感冒。因为冷水的刺激可以让皮肤的血管收缩,促进血液循环,加速代谢,增强脸部皮肤的弹性,使脸色看起来健康、红润而有光泽,还能有效预防感冒。每天应让脸部浸入冷水中一次。如果不适应冷水洗脸,可以用温水洗脸,但不要用热水。

高温洗澡可能后果:寒冬时节,在许多人看来,能够洗一个热腾腾的热水澡是一件很快意的事情。但是,如果水温太热,不仅让心脏产生高负荷,而且皮肤会变得异常干燥,毛细血管也会爆裂。冬天洗澡是有很多讲究的,首先是水温,冬天洗澡适宜的水温为37℃到42℃,也就是比人体体温高3℃即可。而且,冬天洗澡要从脚开始洗,因为冬天皮肤温度比洗澡水温度低,而冬天用的洗澡水温度又比夏天高,突然而来的热水会让心脏承受过大的负荷。

施工工作总结篇十三

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施工工作总结篇十四

冬季的到来,物业管理服务企业首先要做的.是防冻。张贴温馨提示,对空置房屋、共用设施、设备以及楼道保温等三个方面

1、 在各单元门张贴冬季防寒防冻温馨提示、对未入住的户主张贴防冻温馨提示

2、空置房屋的防冻

物业管理服务企业负责看护的空置房屋的防冻。对于空置房屋的外门窗(包括阳台门窗)进行检查,缺失的玻璃应补安,确保门窗关闭严实。因为不供暖的空置房,全楼的上、下水主管线都在其室内,一旦发生冻害,受影响的就是全楼的住(用)户必要时还应将上、下水管线用岩棉等保温材料进行保温,应采取措施避免上、下水管线受冻出现渗漏跑水现象。

3、共用设施、设备的防冻

进入冬季后,小区内共用设施设备也应该做好保温防冻措施。上、下水管线、消防设施等大多在楼道内或房屋地下室内,隆冬时节很容易发季冻害:如下水管道冻结造成下水不通,消防温感报警器冻裂造成漏水等现象。因此,物业工程人员对这些共用设施、设备进行保温。保温方法是用珍珠岩砌块围护或橡胶管、岩棉、棕麻缠绑等。

4.楼道的保温防冻

入冬前应将楼道门窗关闭严实,缺损玻璃及时补安。屋面出入口也要封闭严实。没有闭门器的楼道门应安装门弓子,以达到楼道门自动回关,起到保温的作用。

施工工作总结篇十五

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施工工作总结篇十六

广州市xx中学学生宿舍楼工程由黄埔教育局投资,属于政府工程,广东中人工程设计有限公司负责设计,广州市黄埔区建设工程质量监督站进行质量监督,广州市黄埔区建设工程安全监督站进行安全监督,广东xx工程建设监理有限公司承担施工全过程监理,从化市xx建筑工程公司承担冲孔灌注桩施工。该工程为地上6层建筑,楼高21.75m,框架结构,建筑面积约3838.1m2。工程质量标准为合格。冲孔桩于20xx年11月6日开工至20xx年11月26日结束。我司项目部按照工程特点,编制了操作性较强的施工方案,并在基础工程施工过程中认真贯彻执行,以确保工程质量。

1、工程质量控制:

(1)该工程采用冲孔灌注桩基础,使用泥浆护壁,桩径800mm的11条、桩径1000mm的21条,单桩承载力标准值分别为2200kn和3500kn,设计桩长为6至12m,实际施工中最长桩为13.7m,最短桩为10.2m,桩端持力层进入微风化花岗片麻岩不小于0.5m。在施工准备阶段,冲孔桩施工班组能认真熟悉图纸,积极组织主持图纸会审,严密审核桩机施工组织设计,从严控制成桩质量。

在施工现场,我司施工员积极跟机旁站,从桩机就位、桩锤起吊、冲桩、清孔、灌砼和收管的连续施工过程,来严格控制冲孔桩成桩质量,施工期间曾在冲桩时无法判断其是否进入持力层深度,我司及时通知代建专业人士到现场共同解决该项问题。我司项目部积极组织监理、冲孔桩施工班组开工地现场办公会,通过“工程例会”和“专题例会”,及时解决施工过程中影响工程质量的突发事件。

2、施工进度控制:

(1)工程工期

①认真审核施工网络进度计划,确保其工期安排合理并满足合同工期目标的要求。

②工程施工过程中采用动态控制手段,现场技术负责人根据实际进度情况制定控制性进度计划,同时在工程周报中对进度滞后的因素进行分析,制定可靠的措施,以保证工程进度按计划进行。

③定期进行实际进度与计划进度的比较分析,找出进度滞后的原因,及时调整劳动力、材料和机械设备等安排,以满足工程进度的需要。④及时向业主和监理工程师汇报工程进度的动态。(2)工程投资控制:3、安全控制;

针对整个施工现场安全隐患,首先监理单位会以分发“监理工程师通知单”和“工程例会纪要”形式,督促我施工单位搞好施工人员的安全教育和搞好安全生产。而我施工方会根据监理所反映的情况及时整改,整个施工过程中从开工至今,没有出现任何安全事故。

在施工过程中,我施工方认真进行工程质量、工期和投资控制的同时,也认真做好组织协调和信息资料的管理工作。由于现场施工场地较窄,施工中不可预见的因素也较多,施工时就难免出现异常情况,针对这种情况,我施工方根据现场情况与各班组长召开专项会议并形成纪要。对技术联系文件,及时反馈到设计和建设单位征求意见,签字认可后才进行施工。施工过程中形成的技术管理资料,按照档案管理的要求,均分类编号归档,切实做到每一道工序都有明确的文字料存档。

对于施工中的每一步工序,我司施工项目部都认真做好旁站监督,以确保灌注桩的施工质量。xx中宿舍楼冲孔桩至20xx年11月26号完成灌注,共20天,之为桩基检测项目,桩基检测为抽芯检测20条、高应变法检测5条、低应变法检测7条,报告显示全部桩桩身完整性均以达标。五、总结

xx中宿舍楼桩基础工程于20xx年11月26日完工,在施工过程中,得到了业主、监理、设计及各相关部门的大力支持和共同监督,我部严格按照规范要求控制各个施工环节,工程圆满完成,所有的原材料、焊接、高应变、低应变、抽芯均满足设计要求,开挖后桩位偏差满足规范及设计要求,并已提供相关资料,各项程序均符合验收条件,我司对xx中宿舍楼桩基础工程自检为合格工程,申请验收

施工工作总结篇十七

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����20xx��x��x��

施工工作总结篇十八

珠海市亨泰山庄h型高层住宅楼工程为珠海南嘉房产开发有限公司开发的商品住宅楼,由兰州市城市建设设计院珠海分院设计、珠海经济特区建设监理有限公司负责监理,珠海市宜利工程有限公司承建,桩基础采用预制混凝土管桩,直径为ф400、ф500,工程的主体为钢筋砼框架剪力墙结构,基础主要由管桩基础及地下室结构二部分组成。

本工程编制了完善、切实可行的施工组织设计方案,成立了以李权根项目经理为首的项目管理班子,严格按照设计图纸的意图和施工规范要求组织施工,认真贯彻《珠海市建筑工程质量通病治理措施》(一)、(二),几何尺寸采用了严于国家规范要求的标准进行控制。

本工程建立项目经理部按“项目法”进行项目承包与建设单位(业主)、设计单位、监理单位紧密配合,集中统一领导协调各工种之间的施工关系,从组织上保证总体计划的实现。每个隐蔽分项工程班组自检,项目部专职人员复检,并通知了业主、监理、质监部门、设计院等有关人员进行检查验收,做好隐蔽工程验收手续后再进行下一道工序施工。对工程质量和安全较有影响的关健工序、特殊工艺都能事前做好施工方案并对施工班组进行技术指导和交底工作。

本工程所有材料进场均有出厂合格证或材料检验报告以及使用许可证并全部已事先向监理公司申报使用,对钢筋、水泥等结构材料及珠海市

有检验要求的非结构材料均由监理工程师见证抽样送检,鉴定质量合格后才使用。施工资料收集整理也保证与工程进度同步,能够真实、及时、完整地反映工程质量情况。

本工程建立以项目经理为现场安全、防火责任人,建立安全、消防领导小组,坚持“安全第一,预防为主”的方针,严格执行国家安全生产法规和安全操作规程,制定安全消防方案和检查制度,严格执行各项安全操作规程,并进行逐级安全技术交底,施工过程督促检查发现隐患及时解决。现场在开工前对每个施工人员进行安全、防火教育,增加安全法制观念,未接受安全教育的人不准上岗,公司领导也定期或不定期的进行全面检查。最终基本上达到了开工前制定的“安全生产零事故”和“五无”安全生产目标。

1、本工程使用水泥500吨,检验3次,其中合格3次主要用于砌体工程及装饰装修工程。

2、红砖检验3次,砂检验1次均合格;

3、各种规格钢筋检验全部合格,有焊接要求的钢筋进行工艺试验,全部合格;框架柱钢筋连接采用电渣压力焊工艺,也进行了工艺试验,全部合格;

4、各型号铝合金门窗原材料检验和铝合金门窗成品三性检测结果全部合格;

5、防水材料、pvc管、镀锌钢管、电线、开关检验均合格;

6、预制混凝土管桩经珠海市质监站检验,观感质量符合规范要求;预应力管桩静载检测、动测检验,结果满足设计要求;

7、结构层梁板拆模均由同等条件下养护的砼试块强度和现场砼构件强度回弹值同时控制;

8、砼标准试块共留置组,试验合格组,各分部工程同强度等级的砼标准试件抗压强度经统计评定结果合格;组砂浆试件抗压强度试验全部符合要求;

9、砼结构我公司回弹约100根构件,监理公司回弹约100根构件,强度均满足设计要求;

10、本工程设置沉降观测点11个,累积沉降量及沉降差均在允许范围内;

11、基础、上部结构钢筋工程经项目部自检合格后报监理公司验收,均一次验收合格。砼工程及砌体工程隐蔽前均通过甲方、监理公司、设计单位以及珠海市质监站联合进行的主体验收,

12、给排水工程、屋面工程,结果满足使用要求。绝缘电阻、接地、防雷等技术指标经抽测结果合格。

1、该工程施工资料收集及时,内容完整真实;

2、地基基础、主体结构、装饰装修、屋面、给排水、电气六个分部工程自评合格;

3、单位工程观感质量综合评定得分率为90%;

4、该工程已完成合同规定的工程量,工程质量符合国家验收标准和设计要求,质量等级达到优良。同意验收交付使用。

1、由于多方面原因造成空气有较多的灰尘沉积在窗台各处,遇上雨水会化成泥浆污染外墙,影响建筑物外观,为了避免出现这种问题,建议业主将窗台每月清扫一次。

2、塑钢门窗的玻璃块是使用结构胶和耐候胶粘贴安装,可能会受酸雨、空气污染或其它原因的影响而老化而造成玻璃块跌落,威胁来往车辆、行人的安全,建议业主对玻璃门窗二年一次小检查,五年一次大检修。

3、如果业主在使用过程中想改变建筑物的全部或部分使用功能而对建筑物结构进行改造,建议业主务必将使用方案通过本工程原来的建筑设计院重新核算过之后,在确保安全的前提下进行。

4、由于地质方面的原因,建议业主在室外道路、给排水等配套工程在施工前应当周密考虑保护本工程的桩基础,以免受到破坏而影响结构和使用安全。

珠海市宜利工程有限公司

20xx年x月x日

施工工作总结篇十九

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施工工作总结篇二十

冬季施工点多面广,危险因素很多,安全任务艰巨。冬季天气干燥、多风多雪天气,不利于工程施工。针对这些实际情况,我项目部认真做好防人身事故、防火灾、防爆炸、防冻、防中毒和防交通事故的“六防”工作,加强对深基坑开挖、起重机械、高空作业、临时用电及临建设施等重点部位和重点环节的监控,做好施工人员的冬季施工安全技术措施交底,预防各类事故的发生,确保施工安全。

1、要在防护设施周边设置醒目的预防高空坠落的安全警示牌。施工现场搭设的防护棚、防护栏杆等防护设施,必须按照《建筑施工安全防护设施标准》的要求,使用定型化、工具化的安全防护设施。脚手架与建筑物之间距离过大超出规范要求的,要采取安全防护措施;

2、登高作业人员必须佩戴防滑鞋、防护手套等防滑、防冻措施,并按要求正确戴好安全帽、系好安全带;

3、遇到雨雪等恶劣天气时,要及时清除施工现场的积水、积雪,严禁雨雪和大风天气强行组织施工作业;

4、对施工现场脚手架、安全网等防护设施的拆除,要实行严格的内部审批制度,不得随意拆除。为保持防护架体的稳定性和可靠性,在栏杆架体中间部位应加设一道保护杆件。

1、加强防火安全教育,尤其是存在易燃易爆物质的区域,应对作业人员加强禁止烟火的教育,各项目要加强动火管理,建立各级防火安全责任制度;

2、消防设施及器材应做到齐全、完好和能用。在入冬前进行一次全面检查;

3、严防电器火灾发生。生活区严禁使用电炉子、电热管取暖和做饭,禁止使用自制的电褥子,电褥子使用后应及时断电;

4、加强冬季取暖的统一管理,宿舍的公用取暖设施应设专人管理,严禁在宿舍内使用电炉或采用明火取暖。

1、防止施工场地、运输道路积水和结冰,造成安全隐患;脚手架,脚手板有冰雪积留时,施工前应清除干净。

2、工地临时水管应埋入冻土层以下或用草包等材料保温。水箱存水,下班前应放尽。

3、应由专业电工负责安装、维护和管理用电设备,严禁其它人员随意拆、改装电气线路。

4、严禁使用裸线,电缆线破皮三处以上不得投入使用,电缆线破皮处必须用防水绝缘胶布处理,电缆线铺设要防砸、防碾压、防止电线冻结在冰雪之中,大风雪后应对用电气线路进行检查,防止电缆线断线和破损造成触电事故。

5、霜、雪过后要及时清扫作业面,对使用的临时操作架和临边防护设施必须由安全管理人员检查合格后才能继续使用,防止因霜、雪和场地太滑而引起高处坠落事故。

6、重视施工机械设备的防冻防凝安全工作,所有在用的施工机械设备应结合例行保养进行一次换季保养,换用适合寒冷季节气温的润滑油、液压油、防冻液等。对于长期停用的机械设备,应放净设备和容器内的存水,并逐台检查做好记录;对于正常使用的机械设备,工作结束停机后要求将设备内存水放净。

1、为防止因生火、取暖发生煤气中毒事故,指定专人负责夜间巡视检查。检查火炉使用情况,是否有发生火灾、煤气中毒的危险。

2、封闭的场所必须有通风换气措施。燃气热水器必须安装在通风良好的地方,使用时必须保持通风。

1、广泛开展冬季行车安全教育,落实防冻、防滑、防雾和防火等具体措施,进一步提高驾驶员的冬季行车安全意识。

2、加强车辆的维护、保养,杜绝由于车辆故障而引发事故。按照规定及时安排对车辆进行维修和保养,做到定期检查、计划维修、合理使用,使车辆始终保持良好的状况。

3、认真贯彻落实车辆的各项管理制度,做好车辆的换季保养工作,要采用符合冬季使用的防冻液、润滑油和制动液、发动机和散热器外壳要安装防寒保温罩,尤其是刹车系统、转向系统、灯光系统必须完好可靠,确保车辆处于良好的技术状况。

4、教育司机遵守交通规则和职业道德,严禁酒后开车、无照驾驶、疲劳驾驶、不强超抢会,做到礼让“三先”确保行车安全。

5、汽车必须通过结冰的河流、沟渠时,应下车仔细检查冰层的厚度和强度,在确认绝对安全的情况下方可通行。

6、遇严重冰雪路面要求加装防滑链、车辆行进中应保持行车距离,并适当拉长车距降低车速,防止尾追事故的发

要完善现场事故应急预案制度,建立冬季施工安全生产值班制度,落实抢险救灾人员、设备和物资,一旦发生重大安全事故时,确保能够高效、有序地做好紧急抢险救灾工作,最大限度地减轻灾害造成的人员伤亡和经济损失。

1、冬季施工必须做到安全生产,确保工程质量。冬季施工的措施方案尽量经济合理,并尽量减少能源消耗。

2、已确定进入冬季施工的项目,在冬季施工材料、设备落实后,要保证施工力量,做到连续施工,避免造成不必要的浪费。

3、根据各自工程特点及冬季施工信息的反馈情况,布置冬季施工原则及实施方针,编制冬季施工方案。主要内容有:冬期施工生产任务特点部署,主要的冬期施工方法,热源设备计划,保温材料、外加剂材料计划,冬期施工人员培训计划,施工管理工作,冬期施工项目及热源安排。

4、技术培训。进入冬季施工前,各施工单位要对施工管理人员、测温人员和操作人员进行培训,考核合格后方可上岗。

5、施工现场所有准备工作必须达到进入冬期施工的条件。现场生活设施做好入冬准备,并符合安全消防要求,未完成工序进入冬期施工前应停在合理部位。

6、冬季施工计划管理,进入冬期施工前,将冬季施工准备工作项目和用工纳入生产计划和用工计划,并结合各级施工方案,统一安排生产计划。冬季施工过程中严格按《冬期施工技术规定》中的要求和冬期施工方案确定的原则和施工方法进行施工。

7、测温与保温管理。在整个冬期施工过程中,要组织专人进行测温工作,负责测温人员应将每天测温情况通知工地负责人,出现异常情况立即采取措施,测温记录最后由技术员归入技术档案,测温项目:每日实测室外最低、最高温度、砂浆温度。

8、要加强安全消防管理、冬期施工检查、冬期施工管理工作。

施工工作总结篇二十一

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施工工作总结篇二十二

苏州火车站改造工程是一座集铁路、城市轨道、城市道路交通换乘多功能于一体的大型铁路交通枢纽工程。该工程由南侧普速站房、北侧城际站房和跨线高架候车厅三部分组成。地上两层,地下三层,地上一层和地下一层为出站通道层,地上二层为候车大厅,地下二、三层为2、4号地铁车站,总建筑面积85717平方米。站房主体结构为钢筋混凝土框架结构体系。一层站台为预应力混凝土箱型梁结构,箱梁跨度54.6米。站房屋盖结构为双向空间钢管桁架结构,桁架截面为菱形,菱形宽度为11m,高度为8m。

站房主体结构为钢筋混凝土框架结构体系,基础采用后压浆钻孔灌注桩,桩身直径为1250mm。桩端持力层为○9层粉土层、○10层黏土层,桩端进入持力层不小于2m,桩长约为45~66m。其中桩基采用c35混凝土,桩承台、地下室底板、地下室外墙采用c40混凝土(要求为补偿收缩混凝土、抗渗等级1.2mpa级、掺加聚丙烯纤维,底板和外墙厚度均为1m),框架柱采用c50混凝土(掺加聚丙烯纤维),框架梁、板采用c45混凝土(掺加聚丙烯纤维),另外地铁设备用房墙体采用c30混凝土。除地铁设备用房墙体和部分楼板采用二级钢外,其余部位均采用三级钢。一层梁采用后张法有粘结预应力设计,其预应力筋采用1860mpa级、φs15.2低松弛钢绞线;有粘结预应力放置于预埋波纹管中,张拉完毕后用m50微膨胀水泥浆压力灌浆;kz1、kz7、kz8、kz9、kz10采用劲钢混凝土结构,即把加工好的型钢钢骨埋入钢筋混凝土中的一种独立的结构形式。

城际站房地下一层地基与基础的混凝土实体工程(包括桩基、底板、地下室外墙、地下一层结构柱、一层梁板及外墙防水)。由于工程特点和施工情况,部分属于地基与基础分部的区域和项目不在此次验收范围内,具体有:地下一层砌体工程、地下一层人防工程、地铁设计区域、地下一层的楼梯部分(5、6、7、8#楼梯间,1、2、3#楼梯)。验收区域详见附图。

本工程建设单位为上海铁路局,勘察单位为铁道第四勘察设计院,设计单位为中国建筑设计研究院,监理单位为上海天佑工程咨询有限公司,施工单位为中铁十二局集团苏州站改造工程项目部,桩基检测单位为安徽中铁工程技术服务有限公司,试验检测单位为苏州市建设工程质量检测中心。

改建铁路苏州站改造工程站房部分桩基从20xx年2月16日开钻36#桩到20xx年8月30日浇筑kb52#桩结束,累计完成桩基555根,根据工程需要,已验收514根;从20xx年7月21日国铁设备用房开挖到20xx年12月1日c区3段-6.5m-9.55m边坡支护完毕,期间共开挖土方39万立方,完成边坡支护18470m2;从20xx年10月16日开始浇筑国铁设备用房底板到20xx年12月30日浇筑地下一层南北通道后浇带,共计完成混凝土约3.6万立方,钢筋约4500t;完成预应力梁张拉,共计25条;完成钢骨吊装,共计约300t。历经将近两年的艰辛施工基本地完成了苏州站城际站房主体工程施工任务。期间在20xx年8月11日进行了工程桩的子分部验收。

在此期间在上海铁路局苏州站工程指挥部、上海天佑工程咨询有限公司的大力支持与监督下,在各施工人员严把质量关严格按施工规范进行操作下,并制定切实有效的质量管理制度及完善的技术指导工作。不断加强全体职工的质量意识教育,充分发挥广大职工的积极性,以提高产品质量;并及时有效的与各分包单位沟通,配合以减少返工、误工。

钢筋主要使用“沙钢”、“永钢”的钢材,其中,除地铁设备用房墙体和部分楼板采用二级钢外,其余部位,均采用三级钢。钢筋等原材料均有质保单和进场复试报告,钢筋连接主要以直螺纹连接为主,局部采用焊接接头,材料进场及现场取样均有监理进行旁站、见证取样、试件组数与试验结果均符合验收规范要求。相关钢筋材质报告,钢筋连接、焊接复试等数据详见表1。

混凝土由苏州杭鑫和永盛商品混凝土公司供应,混凝土有商品混凝土配比单,每次施工时均有监理进行旁站、见证取样、试块组数与试验结果均符合验收规范要求。其中,桩基采用c35混凝土,桩承台、地下室底板、地下室外墙采用c40混凝土(要求为补偿收缩混凝土、抗渗等级1.2mpa级、掺加聚丙烯纤维,底板和外墙厚度均为1m),框架柱采用c50混凝土(掺加聚丙烯纤维),框架梁、板采用c45混凝土(掺加聚丙烯纤维),另地铁设备用房采用c30混凝土。混凝土相关合格证、配比单、试压报告及防水混凝土抗渗报告的相关数据详见表1。

一层梁部分采用后张法有粘结预应力设计,其预应力筋采用1860mpa级、φs15.2低松弛钢绞线;有粘结预应力放置于预埋波纹管中,张拉完毕后用m50微膨胀水泥浆压力灌浆。预应力钢绞线、锚具、灌浆水泥等材料具有质保单和复试报告,施工时均有监理进行旁站、见证取样、试块组数与试验结果均符合验收规范要求,并有完整预应力张拉记录。相关原材检测报告数据详见表1。

防水材料由上海台安工程实业有限公司生产。每次复核记录齐全、隐蔽工程均有监理单位及专职质检员等人员参加验收并详细做好隐检记录。防水材料合格证及复试报告数据详见表1。

钢骨由领新(南通)重工有限公司负责加工制作和安装,并有完整的钢骨质量证明书和高强螺栓质保单,材料进场、钢材焊接检测、均有监理进行旁站、见证取样、试件组数、焊缝检测数量与试验结果均符合验收规范要求。

为确保本工程质量目标的实现,成立项目部质量管理领导小组,由项目经理任组长,总工程师和副经理任副组长,副总工程师、质量检查工程师和相关部门负责人组成。各作业队设专职质量工程师,各班组设兼职质检员,形成三级质量管理体系。强化以第一管理者为首的质量自检、自控体系,完善内部检查制度,配齐质量管理人员,实行工程管理部管理、质量管理部监控的监管分离体制,立足自检、自控,责任落实到人,严格考核奖罚,对工程重要结构和隐蔽工程建立预检和复检制度。自检体系由项目部、施工队两级组成,项目部为自检内控核心;项目部质量管理部为实施单位,试验室配合;施工队设专职质检员,按照“跟踪检查”、“自检”、“复检”、“抽检”的检测方法实施检测工作,严格质量一票否决制。自检体系依据有关法规、标准与规范、设计文件、工程合同和施工工艺要求,细化分解质量目标,对重点部位、重要工序、关键环节指定专人负责,进行施工质量跟踪控制。自检人员须监控各个施工环节的施工质量,随时进行放线测量、材质试验、工序与工艺检查、质量跟踪检测等工作,保证质量检查控制的及时性和有效性。施工过程中自觉进行自检、互检、交接检,并定期不定期地组织质量检查,严格奖罚制度,确保创优目标的实现。严格执行队旬检、项目部月检的日常抽检制度,并严格按照优质工程标准进行对照检查。凡属隐蔽工程项目,首先由班组、施工队、项目部逐级进行检查,检验合格后会同监理工程师一起复检,检查结果填入验收表格,双方签字。测量资料须经换手复核,交总工程师审核后报监理工程师批准,现场测量基线、水准点及有关标志须定期复测检验,确保测量精度符合规范要求。

施工过程中,共形成隐蔽记录652份,施工记录461份。其中,桩基钢筋笼隐蔽447份,钢筋隐蔽152份,钢骨隐蔽8份,卷材防水隐蔽27份;边坡支护钢筋隐蔽18份;钻进记录447份,泥浆护壁成孔灌注桩施工验收记录、钢筋笼制作安放施工验收记录、灌注桩水下砼施工验收记录各1份,基坑验槽记录5份,预应力张拉记录3份,地下室防水效果记录3份等。

施工工作总结篇二十三

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施工工作总结篇二十四

为加强地区安全生产工作的领导,确保国家集体财产和人民的生命安全,维护地区的稳定,组织地区单位专业骨干力量,成立了安全生产协作组,加强了对地区单位和施工现场管理和检查,在检查中对发现的问题,及时发出了整改通知,从而消除了事故隐患。

(一)年初分别召开了,建设工程甲、已双方负责人会议,传达了市、区安全工作会议精神,学习了北京市人民政府72号令《北京市建筑工程施工现场管理办法》。对xx年施工工地存在的问题进行了通报,会上街道办事处副主任张x,对全年的安全生产工作提出了要求,要求各建筑施工单位必须做到“三真”,即:对安全工作要“认真”、要“较真”、要“求真”;“四不”即:对事故“原因不查清不放过”、“责任不分清不放过”“隐患不整改不放过”“职工不受教育不放过”。最后区建委领导同志分别做了重要讲话,从安全管理抓好安全生产提出了具体的要求。通过这次会议提高了单位管理者安全生产意识,从而为地区的安全生产工作打下了良好的基础。二、加强建筑工程施工的管理

严格审查各建筑工程单位各项手续是否完备,规范施工单位的施工行为,保障建设工程施工的顺利进行。防止发生施工扰民、民扰施工的问题。做到地区工地安全施工、文明施工

(二)在安全生产宣传周活动中,以单位内部宣传为主,采取了各种形式的宣传。并组织地区1xxxx单位参加了x区安全生产宣传一条街活动,受到了较好的宣传效果。宣传周活动期间共出版报68块,挂横幅4xxxx条,图片100xxxx张,使广大群众受到了深刻教育。

(三)表彰先进,树立典型。对地区建筑施工单位安全生产进行了评比,有1xxxx企业被评为“文明安全生产先进单位”,随后召开了先进单位现场会,推广x建筑公司的管理经验,督促管理较差的单位认真查找自身存在的问题,认清与先进单位的差距,切实加强自身管理,从而确保了安全施工工程的顺利开展。

(一)按照x区政府的要求,完成了对地区重点部门、重点部位、隐患单位的调查和上报工作,共涉及xxxx单位2xxxx门店,我们逐一进行调查,及时准确的上报了普查结果。

(二)8月份按照市区的要求,开展了餐馆使用燃气瓶和气源状况调查,对地区4xxxx家餐饮使用然气情况,组织有关人员进行仔细的检查,同时下发北京市液化石油钢瓶安全使用规定和液化石油气灶具安全规定4xxxx份,地区使用单位未发生任何事故,受到良好效果。

(三)xx年,x地区“20”工程项目较多,工程项目工期短、任务重、时间急,有些工地在手续没办全的情况下就得开工,在这种情况下我们在检查中,边指导共办理有关手续,边对其安全施工管理进行检查。截止10月份共对施工现场检查4xxxx,对存在问题的工地下发整改通知27份。由于安全生产工作措施得力,管理检查到位,保证了x地区2xxxx施工工地无重大事故的发生。

回顾一年中的工作,我们虽然取得了较大的成绩,但是,我们感到进一步抓好安全工作的任务还十分艰巨。在新的一年里,我们一定再接再厉,按照市区的部署,在街道工委、办事处的领导下,依靠地区单位的支持,对安全生产工作常抓不懈,坚决完成各项工作任务。

施工工作总结篇二十五

基坑采取挖机开挖。混凝土选用商品混凝土人工将混凝土输送至坑槽或人工(轻型搅拌机搅拌)混凝土。主体钢结构部分采取由承建方厂内加工,牌面部分现场施工,人工借助机具穿插吊车辅助吊装完成作业。

单立柱高炮广告牌

该广告工程包括地面上焊接安装1020mm×12mm×12m螺旋管钢立柱,二面6m×18m广告牌。地下拟采用独立钢筋混凝土基础。基础施工采用人工配合小型机械施工方案。

:10kv高压,供电容量满足施工用电要求。

钢筋混凝土基桩,钢结构广告牌。依据设计院出具的建设地点土质勘探报告对施工图纸校审、会审。审核完毕按照甲方签字同意的施工图纸,按图施工。

施工现场的地下水位于自然地面以下米。

一、基础施工:施工工艺顺序

1、放线

2、基坑开挖

3、运土

4、降水

5、基坑围护

6、临边防护

7、地基处理

8、基底处理

9、垫层混凝土施工

10、放线

11、轴线验收

12、钢筋绑扎

13、验收

14、支设模板

15、验收

16、浇筑混凝土

17、养护

18、回填

a、挖坑槽前期准备工作:前期准备工作:

(含①由甲方做好现场的“三通一平”及绿化物移植工作;

②收集已有地下管网位置资料,避免对其产生破坏;

③乙方工人及机具进入工地会同甲方制订作业区域;

④定位放线,根据定位确定轴线位置用石灰划出基坑(槽)开挖的边线;

b、场地开挖:

1、本工程施工现场交通便利场地开阔确定挖机开挖为主附以人工清槽;

2、土方放置及多余土方运输;

3、施工场地开阔,在基坑开挖过程中预防塌土在开挖初2-2.6米标高阶段放坡挖掘,防止土壁坍塌发生安全事故;

4、开挖施工要点遵循先深后浅自上而下水平分段分层进行,先挖除填土验明深度再下挖粉土至黏土层丈量标高,确认深度。如挖至地下水位以下未达淤泥层且未达标高3600mm需再往下挖时应在基坑(槽)四周或两侧挖好临时排水沟或集水井将水位降至坑槽底部500mm以下,以利挖方进行。降水工作持续到基础施工完成;

5、基坑(槽)竣工验收。

c、混凝土基础施工:

1、基础截面形式采用台阶形,阶梯高度大于300mm(详细见图纸),首先清理槽底,然后下300mm碎石垫层料;

2、在基础垫层上放出基础轴线及边线,钢筋工绑扎好基础钢筋,要将地螺栓搭接钢筋校正位置并固定好,检验钢筋;

3、钢筋检验合格后,按线支立预先准备好的模板(模板主要采用体型轻、占地面积小的多层板胶合板,现场制作、安装。钢管架或角钢焊接支撑加固。)先将下阶模板支好,在支好上阶模板,模板支立要求牢固,避免浇筑混凝土时跑浆、变形。木模板浇水湿润;

4、采用c20商品混凝土利用输送车直接将混凝土输送到坑槽,由混凝土工人用鼓捣器将混凝土振捣密实,不要漏振;

5、混凝土浇筑完毕后,撒水养护。达到一定强度后,拆模、检验、回填土;

6、基坑竣工清洁裸露地面的地螺栓丝口,加注机油后用塑料袋包裹,以防损坏丝口。地螺栓、护壁设施、法兰等预制构件需在基坑开挖前制作完毕。材料、构配件、施工机械及劳动力均应满足施工要求。

二、钢立柱施工:

钢立柱采取异地焊接拖至现场,吊车吊装方案。

螺旋管钢立柱进场作前期铁红防腐,并对螺旋管钢立柱焊接法兰角筋板及连接中空圆钢板,焊接完毕清除焊缝药皮,做防腐,合计2遍。螺旋管钢立柱在吊装前两天进行面漆喷涂。以确保螺旋管钢立柱漆面清洁。

三、牌面及支撑钢梁焊接:

牌面采取现场焊接成品,吊车吊装组合方案。

1、牌面材料进场,做防腐、下料、分组焊接牌面及支撑横担。

2、吊车扶牌面钢架、支撑横担、牌面中心立柱,并对牌面钢架、支撑横担、牌面中心立柱钢结构定位组合、焊接加固。

3、牌面钢结构组合焊接结束,检查清除焊缝药皮防腐补漏。

四、牌面钢结构结束安装镀锌板。拉铆钉间距为20cm,安装镀锌板使镀锌板长边垂直向下安装,以保证安装竣工的镀锌板平整美观。

五、基础、立柱、牌面钢结构、牌面钢结构安装镀锌板全部结束,并经过书面验收。准备吊装,吊装选用1部25t吊车分两部分进行:

吊装安全措施:吊装作业对环境要求较为严格,所以本工程在吊装前应首先关注天气变化及天气预报,在保证天气没有4级(含4级)以上风速,工作场地正常不会使吊车进入作业场地后发生沉陷状态。之后确定吊装时间,制订吊装方案。为预防牌面在吊装过程中突发阵风,设计采用25t吊车一部。

大架组装分二部分进行吊装,安全措施订为三块一体方案。

二部分分为:

1、立柱吊装;

2、牌面钢结构吊装。

三块为:

1、吊车构件及吊车驾驶员;

2、立柱吊点及吊点构件;

3、牌面钢结构吊点及吊点构件。

一体为:吊装一体从吊车吊装构件到立柱吊点构件再到牌面钢结构吊点及吊点构件检查,确保安全的情况下开始吊装作业。

吊装作业进行过程中的工作人员注意事项:

1、进入工地的工作人员必须配戴安全帽;

2、吊车进入吊装状态吊臂下不准工作人员停留;

3、立柱吊装完毕,操作员未完全紧闭地脚螺栓螺母时立柱不得于吊车脱离;

4、工作人员在攀登高空,实施高空作业时必须配戴安全带同时使用安全绳,以防产生意外。

构件安装安全错施:

1、严格检查吊车吊装构件;

2、严格检查立柱吊点构件;

3、严格检查牌面钢结构吊点构件,对有问题的吊点构件进行加固确保吊点不留在安全隐患。

构件吊装工作人员安全错施:

牌面吊装、吊点定在大梁端及牌面夹角,使吊车在起吊时牌面尽可能处平衡状态,牌面吊离地面升高到立柱上端后旋转牌面使牌面支撑立柱与立柱上端垂直落吊对位,此时需操作员辅助执行操作,员工1至3人配带保险带攀登至立柱对位连接点先扣紧固定保险带于牌面大梁,随后使用撬棍顺力对位,对位准确指挥及时落吊,平稳落吊到位,高空焊接人员开始焊接。高空焊接人员在作业时随身佩带的保险绳,保险带必须与牌面钢结构构件连接牢固,值与身后防止电焊火花践上保险绳,保险带。连接点焊接牢固允许吊车撤离。

1、立柱吊装。立柱吊装时应注意落吊对丝准确,确保不咬丝。落吊到位,闭丝、紧丝应均匀进行,确保紧丝到位。再闭紧第二颗丝母。

2、牌面钢结构吊装。牌面钢结构吊装时应注意吊点牢固,均匀平行上升。上升到一定高度均匀落吊至立柱连接稍上端由地面人员配合对准连接点准确落吊。落吊到位由地面人员调整广告牌方位。定点结束由焊接人员登上立柱上端进行焊接作业。焊接牢固撤吊。吊车撤离,焊接工人对焊口加固焊接。其他工作人员对作业场地清理。焊接作业、场地清理、结束。由专业工作人员对竣工的广告牌做竣工复查。

合同期为:

开工日期为:

竣工期为:

施工保证质量措施:严把材料关,紧抓焊接工艺,重点基础施工,墙体广告。总体实行阶段施工,阶段验收。逐步推进的作业方案。

施工保证安全措施:工作人员专业,安全防护品到位,作业现场设置警示标识,严把用电关。

施工进度计划:工人到达施工现场后制订。

备注:本施工方案在施工过程中遇与本施工方案设计依据不符时,以实际施工方案为准。

施工工作总结篇二十六

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施工工作总结篇二十八

消防安全工作是我xx综合治理的重要资料,关系到我xx财产安全和全体职工工的生命安全。对于这项工作,我们从来不敢有丝毫懈怠与麻痹大意。我们在实际工作中能坚持做到不断总结经验教训,不断改善和完善工作方法,提高安全防范潜力,将事故隐患减少到最低指数,最大可能的带给安全保障。

一、高度重视,用心做好消防安全的宣传工作

只有思想上重视起来,安全行为才有保障。这是我们多年来的工作经验之一。为此,我们十分重视消防安全工作的宣传。上半年以来我们主要从三个方面落实这项工作。

首先是透过会议进行消防安全宣传。我xx综治领导小组坚持召开消防安全工作例会,分析问题讨论措施布置工作。我xx领导在每次会议上都反复强调,要求大家留意谨慎,预防为主。

其次,要求大家掌握了基本的消防安全知识,增强了消防安全意识。

第三是在全xx职工之中进行了一次系统全面的消防安全培训。这次培训既有书面的又有实际操作,理论与实践相结合。参加培训人员面广量大,培训工作细致全面,效果显著。

二、推进消防安全职责制,充分落实管理职责与具体措施

只有加强管理,做到职责到人,才能真正做到防微杜渐。这是我们多年来做好消防安全工作的另一条重要经验。明岗明责,检查评比,是强化管理力求实效的重要举措。

具体说来,我们在以下四个方面加强了规范管理:

1。确定重点防火部位,明确重点防火部位负责人。

2。加强对仓库、电脑房的管理,不定期检查安全状况。这两处是事故易发地,我们对有关人员加强消防安全教育的同时加大检查力度。

3。加强对消防器具的管理和保养。

4。加强评比,发放防火安全奖。我们主要以奖励为主,但对在消防安全中制造隐患、渎职犯错的同志,我们一方面加强教育,一方面执行相应惩处。

三、加大力度对农机市场部门的整顿措施

年初,我xx用心配合上级部门的有关精神,展开了一次对农机修理等部门消防隐患排查工作,要求其配备必要的消防器材,并与其签订了消防安全职责书等活动。

消防安全工作是一个艰巨的长期的任务,不是一劳永逸的事情。我们在加强日常工作管理和阶段状况总结的同时,要真正树立一种防患于未然的安全意识。只有防治结合,才能保证安全。每个人都要关心消防安全,不能以为看不到就没事,事不关己就没事。我们相信,在大家的共同努力下,我们必须能将消防安全工作做得更好。

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