o搅拌桩与逆拱墙支护结构井施工专项方案1.doc

上传人:sccc 文档编号:5516786 上传时间:2023-07-16 格式:DOC 页数:22 大小:222.51KB
返回 下载 相关 举报
o搅拌桩与逆拱墙支护结构井施工专项方案1.doc_第1页
第1页 / 共22页
o搅拌桩与逆拱墙支护结构井施工专项方案1.doc_第2页
第2页 / 共22页
o搅拌桩与逆拱墙支护结构井施工专项方案1.doc_第3页
第3页 / 共22页
o搅拌桩与逆拱墙支护结构井施工专项方案1.doc_第4页
第4页 / 共22页
o搅拌桩与逆拱墙支护结构井施工专项方案1.doc_第5页
第5页 / 共22页
点击查看更多>>
资源描述

《o搅拌桩与逆拱墙支护结构井施工专项方案1.doc》由会员分享,可在线阅读,更多相关《o搅拌桩与逆拱墙支护结构井施工专项方案1.doc(22页珍藏版)》请在三一办公上搜索。

1、 wages in arrears. 2.5 organization a group of high quality excellent construction team, responsible for construction. Project optimization, choose in the main technicians from company employees. 2.6 in the course of construction, maintain close contacts with Labor departments, according to the proj

2、ect plan in full and on time, quality of labour provided. 2.7 the operator entry, admission to education and technology to give the low-down the project, make it clear the quality of projects and various operational requirements, and sign a labour agreement, defining their responsibilities and right

3、s. 2.8 project to formulate a detailed service assessment methods and approach evaluation in a timely manner, unsatisfactory services exit in a timely manner, notify the Labor Department added to reward the good services to ensure project quality and progress. 2.9 in the labor Primary materials, com

4、ponents dosage name unit number notes drainage project security plan materials cast iron manhole cover 161 on October 1-November 20 cast iron rainwater grate level of 420 October 1 November 20 reinforced 10 t 12.96 coarse clean sand M3 155 September 11-October 1 November 20 November 20 m3 453 NET sa

5、nd gravel 40mm M3 113 on September 11 in the September 11 to December 20-November 2 0 days thousand machine brick block 541 P.C32.5 t 185.4 on September 8, 2010-January 30, 2011 October 1 November 20 cement reinforced concrete pipes 1200 m 925 on September 11 to November 20 reinforced concrete pipe

6、of 1800 1500 m 325 on September 11 to November 20 reinforced concrete pipe reinforced concrete pipes m 107 on September 11 to November 20 2000 m 96 on September 11 to November 20 bars Concrete pipe diameter of 2200 m 46 on September 11 to November 20 HDPE pipe DN400 m 540 on September 11 to November

7、 20 DN300 m 1399 on September 11 to November 20 HDPE HDPE pipe tube DN600 m 950 on September 11 to November 20 DN800 m 1692 on September 11 to November 20 HDPE HDPE pipe tube DN1000 m 290 on September 11 to November 20 pumped commercial concrete impermeability P6C25 (corrosion-resistant) M3 279 Sept

8、ember 11-November 20, pump-delivery commodity concrete C15 M3 1797 September 11-November 20, pump-delivery commodity concrete C25 (corrosion-resistant) M3 80 on September 11 to November 20 road projects in coarse clean sand M3 688 November 1 December 30 clean sand M3 105 5-80mm M3 16206 November 2 A

9、ugust-December 17th of November 1 to December 30 gravel, gravel 40m M M3 5799 November 2 August-December 17th, rock fragment 15mm M3 8139 December 15 November 26 25-40mm M3 17876 December 15 November 26 gravel 60mm cement P.C32.5 t m3 18902 December 15 November 26 55.48 on September 8, 2010-January

10、30, 2011 Xiangfu East Road, Changsha, Wuhan-Guangzhou high-speed railway station construction project, Yuhua district, as well as the municipal level of the networks main road, construction of society and the concern of the public, according to the characteristics of the project,We will continue to

11、improve the companys internal control system, and steady improvement in ability to manage and control, optimize business processes, to ensure smooth processes, responsibilities in place; to further strengthen internal controls, play a control post independent oversight role of evaluation complying w

12、ith third-party responsibility; to actively make use of internal audit tools detect potential management, streamline, standardize related transactions, strengthening operations in accordance with law. Deepening the information management to ensure full communication zero resistance. To constantly pe

13、rfect ERP, and BFS+, and PI, and MIS, and SCM, information system based construction, full integration information system, achieved information resources shared; to expand Portal system application of breadth and depth, play information system on enterprise of Assistant role; to perfect daily run ma

14、intenance operation of records, promote problem reasons analysis and system handover; to strengthening BFS+, and ERP, and SCM, technology application of training, improve employees application information system of capacity and level. Humanistic care to ensure zero. To strengthening Humanities care,

15、 continues to foster company wind clear, and gas are, and heart Shun of culture atmosphere; strengthening love helped trapped, care difficult employees; carried out style activities, rich employees life; strengthening health and labour protection, organization career health medical, control career a

16、gainst; continues to implementation psychological warning prevention system, training employees health of character, and stable of mood and enterprising of attitude, created friendly fraternity of Humanities environment. To strengthen risk management, ensure that the business of zero risk. To streng

17、thened business plans management, will business business plans cover to all level, ensure the business can control in control; to close concern financial, and coal electric linkage, and energy-saving scheduling, national policy trends, strengthening track, active should; to implementation State-owne

18、d assets method, further specification business financial management; to perfect risk tube control system, achieved risk recognition, and measure, and assessment, and report, and control feedback of closed ring management, improve risk prevention capacity. To further standardize trading, and strive

19、to achieve according to law, standardize and fair. Innovation of performance management, to ensure that potential employees zero fly. To strengthen performance management, process control, enhance employee evaluation and levels of effective communication to improve performance management. To further

20、 quantify and refine employee standards . Work, full play party, and branch, and members in five type Enterprise construction in the of core role, and fighting fortress role and pioneer model role; to continues to strengthening four good leadership construction, full play levels cadres in enterprise

21、 development in the中嘉污水处理厂二期收集系统、期污水进厂主干管工程搅拌桩与逆拱墙支护结构井施工专项方案目 录1.1 概述21.2 搅拌桩与逆拱墙支护结构井施工工艺流程图41.3 搅拌桩与逆拱墙支护结构井施工进度计划41.4 劳动力与主要物资资源的需要量计划51.5 机械设备计划及安排与调度61.6 主要材料计划及保证措施71.7 材料投入保证措施81.8资金投入保证措施81.9 搅拌桩与逆拱墙支护结构井测量放线91.10水泥搅拌桩施工101.11 搅拌桩与逆拱墙支护结构井挖土131.12 搅拌桩与逆拱墙支护结构井结构制作141.13 搅拌桩与逆拱墙支护结构井封底、底板施工1

22、81.14 搅拌桩与逆拱墙支护结构井质量要求191.15 搅拌桩与逆拱墙支护结构井质量保证措施19 wages in arrears. 2.5 organization a group of high quality excellent construction team, responsible for construction. Project optimization, choose in the main technicians from company employees. 2.6 in the course of construction, maintain close conta

23、cts with Labor departments, according to the project plan in full and on time, quality of labour provided. 2.7 the operator entry, admission to education and technology to give the low-down the project, make it clear the quality of projects and various operational requirements, and sign a labour agr

24、eement, defining their responsibilities and rights. 2.8 project to formulate a detailed service assessment methods and approach evaluation in a timely manner, unsatisfactory services exit in a timely manner, notify the Labor Department added to reward the good services to ensure project quality and

25、progress. 2.9 in the labor Primary materials, components dosage name unit number notes drainage project security plan materials cast iron manhole cover 161 on October 1-November 20 cast iron rainwater grate level of 420 October 1 November 20 reinforced 10 t 12.96 coarse clean sand M3 155 September 1

26、1-October 1 November 20 November 20 m3 453 NET sand gravel 40mm M3 113 on September 11 in the September 11 to December 20-November 2 0 days thousand machine brick block 541 P.C32.5 t 185.4 on September 8, 2010-January 30, 2011 October 1 November 20 cement reinforced concrete pipes 1200 m 925 on Sept

27、ember 11 to November 20 reinforced concrete pipe of 1800 1500 m 325 on September 11 to November 20 reinforced concrete pipe reinforced concrete pipes m 107 on September 11 to November 20 2000 m 96 on September 11 to November 20 bars Concrete pipe diameter of 2200 m 46 on September 11 to November 20

28、HDPE pipe DN400 m 540 on September 11 to November 20 DN300 m 1399 on September 11 to November 20 HDPE HDPE pipe tube DN600 m 950 on September 11 to November 20 DN800 m 1692 on September 11 to November 20 HDPE HDPE pipe tube DN1000 m 290 on September 11 to November 20 pumped commercial concrete imper

29、meability P6C25 (corrosion-resistant) M3 279 September 11-November 20, pump-delivery commodity concrete C15 M3 1797 September 11-November 20, pump-delivery commodity concrete C25 (corrosion-resistant) M3 80 on September 11 to November 20 road projects in coarse clean sand M3 688 November 1 December

30、30 clean sand M3 105 5-80mm M3 16206 November 2 August-December 17th of November 1 to December 30 gravel, gravel 40m M M3 5799 November 2 August-December 17th, rock fragment 15mm M3 8139 December 15 November 26 25-40mm M3 17876 December 15 November 26 gravel 60mm cement P.C32.5 t m3 18902 December 1

31、5 November 26 55.48 on September 8, 2010-January 30, 2011 Xiangfu East Road, Changsha, Wuhan-Guangzhou high-speed railway station construction project, Yuhua district, as well as the municipal level of the networks main road, construction of society and the concern of the public, according to the ch

32、aracteristics of the project,of backbone backbone role; to full strengthening members youth work, full play youth employees in company development in the of force role; to improve independent Commission against corruption work level, strengthening on enterprise business key link of effectiveness mon

33、itored. , And maintain stability. To further strengthen publicity and education, improve the overall legal system. We must strengthen safety management, establish and improve the education, supervision, and evaluation as one of the traffic safety management mechanism. To conscientiously sum up the O

34、lympic security controls, promoting integrated management to a higher level, higher standards, a higher level of development. Employees, today is lunar calendar on December 24, the ox Bell is about to ring, at this time of year, we clearly feel the pulse of the XX power generation company to flouris

35、h, to more clearly hear XX power generation companies mature and symmetry breathing. Recalling past one another across a railing, we are enthusiastic and full of confidence. Future development opportunities, we more exciting fight more spirited. Employees, let us together across 2013 full of challen

36、ges and opportunities, to create a green, low-cost operation, full of humane care of a world-class power generation company and work hard! The occasion of the Spring Festival, my sincere wish that you and the families of the staff in the new year, good health, happy, happy21中嘉污水处理厂二期收集系统、期污水进厂主干管工程项

37、目经理部编写1.1 概述一、搅拌桩与逆拱墙支护结构井概述本工程顶管施工用井(工作井、接收井)结构形式采用钢筋混凝土搅拌桩与逆拱墙支护结构井、沉井,其中W8、W9与W12井结构形式采用的是沉井,其余12个井一律采用圆形搅拌桩与逆拱墙支护结构井形式(5个工作井W4、W17、W21、W26、W31,7个接收井W1、W6、W15、W19、W19-1、W24、W28、)。根据本工程实际情况,共设置7个工作井和8个接收井。工作井、接收井有矩形沉井和圆形搅拌桩与逆拱墙支护结构井两种。井壁处预留出管道出入口,工作井D2000管穿过预留直径2600mm的孔,D1000管预留直径1400mm孔,接收井D2000管

38、穿过预留直径2800mm的孔,D1000管预留直径1600mm孔,预留孔在顶管机进出洞前用M10砖、MU10砂浆砌筑封堵,预留孔且要砌筑实,以防井室进水和能更好地承受顶力。搅拌桩采用500搭接100mm,每井采用两排支护,搅拌桩采用32.5R普通硅酸盐水泥作固化剂,水泥用量每米为50kg,水灰比0.5。逆拱墙、后靠墙墙体混凝土及底板均采用C25商品混凝土,垫层100mm厚采用C15混凝土,钢筋均采用HRB335,fy=300KN/mm2,保护层厚30mm。基坑的开挖深度见下表。表1-1 基坑开挖深度统计表工作井号开挖直径(m)开挖深度(m)接收井号开挖直径(m)开挖深度(m)W4811.86W

39、16.311.88W17811.08W66.312.25W21810.28W156.311.09W2689.68W196.310.63W3187.36W19-16.39.33W246.39.66W286.39.45二、施工工艺概述1、根据设计要求,搅拌桩与逆拱墙支护结构形式的工作井与接收井均采用圆形制作,沿井的外围首先打两排搅拌桩,后开挖由搅拌桩支护形成的井里土体,分层挖深为1m,然后在井的四周绑扎钢筋,立模板,浇筑混凝土,而后接着挖土、绑扎钢筋、立模板、浇筑混凝土制作第二节拱墙,如此反复做第三、四节拱墙,直到设计井底。挖土采用履带吊抓铲取土与人工辅助挖土法施工。搅拌桩与逆拱墙支护结构井封底后

40、,浇筑底板,进行顶管施工。由于搅拌桩与逆拱墙支护结构井施工时低于地面,时按设计施工图,拱墙顶应高出地面200mm,防止地面水流入井体内,影响顶管施工作业。2、搅拌桩与逆拱墙支护结构井现场布置搅拌桩与逆拱墙支护结构井四周设施工道路,宽度为48m。为保证施工机械设备及文明施工的要求,施工便道铺筑厚0.3-1m(根据每个井现场实际情况铺填)的块石、砂。沿井的边侧搭设钢筋、模板拼装场地及堆场等,在工作井外设置泥浆沉淀池,由于弃土量较大,泥浆沉淀后,弃土应及时外运。3、主要工程量表1-2 搅拌桩与逆拱墙支护结构井主要工程量表序号项 目单 位数 量1土 方 量m34812.42搅 拌 桩m187653搅拌

41、桩水泥量t938.34C25混凝土量m31059.85C15混凝土量m343.86钢 筋t123.264、搅拌桩与逆拱墙支护结构井尺寸 搅拌桩与逆拱墙支护结构井作为工作井用井下部为净空直径为7000,上部为7200,每节拱墙高1m,侧面为梯形,(一种规格拱墙顶部厚度为400mm,拱墙底部为300mm;另一种规格为顶部500mm,底部400mm),接收井用井净空直径为5500,其他具体尺寸见本工程搅拌桩与逆拱墙支护结构井施工图纸。 1.2 搅拌桩与逆拱墙支护结构井施工工艺流程图打搅拌桩节制作,直至坑底逆拱墙第二、三逆拱墙第一节制作挖 土绑扎钢筋安装模板浇筑砼 图2-1 施工工艺流程图垫 层底 板

42、 1.3 搅拌桩与逆拱墙支护结构井施工进度计划见下搅拌桩与逆拱墙支护结构井施工进度计划横道图。1.4 劳动力与主要物资资源的需要量计划一、劳动力投入进度计划1、劳动力投入计划表表4-1 劳动力投入计划表序号工种总人数10月20日至11月30日12月1日至12月31日2006年1月1日至1月18日1管理人员33332搅拌桩工2424003挖掘机司机33334模板工101010105钢筋工88886电焊工33337混凝土工44448杂工1212128共计676767372、劳动力投入计划柱状图图4-1 劳动力投入计划柱状图二、劳动力投入保证措施根据劳动力计划,本工程搅拌桩与逆拱墙支护结构井在施工高

43、峰期总施工人员人数达到67人,劳动力需求量不小,因此,必须做好一切准备保证劳动力能及时到位,确保施工工期。1、根据目前我司现有施工力量的情况,现与各专业施工队伍联系好,如搅拌桩施工队、土石方施工队伍等,并签订初步协议,保证可以立即入场,马上开工。2、施工开始期间正值秋冬季节,已作好后勤饮食、保温工作,保证劳动力的充沛体力,防止感冒、肠胃不良等疾病的发生,提高工人的营养水平,保证其承担体力活的基本要求。3、由各工区的工长根据各工区开展的工作面计算劳动力的准确需要量,制订详细的劳动力需求表,提交项目经理部进行劳动力的统一调配,既防止劳动力不足引起施工停顿,也防止劳动力过多引起劳动力的浪费。4、加强

44、技术工人的培训工作以及其他劳动力的熟练程度,确保劳动效率。5、项目部工会组织随时掌握施工队伍劳动力的动向,医疗室配备足够的医药,及时对发生疾病的工人进行治疗或转院治疗,尤其针对冬季容易发生的流感、非典事件对工人宿舍区进行定期消毒处理,改善工人住宿条件,确保不发生传染性的疾病而导致劳动力的严重缺失。1.5 机械设备计划及安排与调度一、机械设备计划表5-1 拟投入本工程的机械设备表设备名称及型号制造年份和使用年限现状(新的、良好、破旧的)数量自有、租赁(从何处租?)、准备购买(从何处买?)1、土方机械1.1反铲挖掘机/1m31999.10/5年良好/3台自有1.2自卸汽车/8T1999.4/5年良

45、好/5辆自有2、桩基础机械2.1水泥搅拌桩机/CH5001996.8/8年良好/2台自有3、量测设备3.1红外测距仪1997.8/7年良好/1套自有3.2经纬仪/DJD2-2GJ2004.4/1年良好/1套自有3.3水准仪/S32003.3/1年良好/1套自有3.4全站仪2003.4/1年良好/1套自有3.5砼抗压试模/1515152004.2/6年新的/3套自有3.6混凝土坍落度测定仪1999.8/5年良好/3套自有4、动力设备4.1发电机/200KW2003.3/1年良好/1台自有5、起重设备5.1履带吊抓铲/30T1992.1/12年良好/1台自有6、砼和钢筋砼施工机具6.1砼输送泵(车

46、)/68m3/h2002.5/2年良好/1台自有6.2插入式振捣器/直径50mm2000.1/4年良好/4根自有6.3钢筋切断机/GJ5-4012003.12/1年良好/1台自有6.4钢筋弯曲机/G6-402002.6/2年良好/1台自有6.5电焊机/DJ-6301996.8/8年良好/3台自有二、机械设备安排与调度1、本工程的搅拌桩与逆拱墙支护结构井数量多、施工线路长,施工工期又紧,分项工程较多,故所需投入的机械设备数量和种类较多。2、投入的机械设备包括搅拌桩桩施工机械设备、土方开挖机械设备、土方运输机械设备、钢筋混凝土施工机械设备等。3、编制科学合理的施工机械设备投入计划,投入的数量和时间可根据施工进度计划及各分项工程施工的先后进行安排,必须做到投入的机械设备可以充分利用,避免出现因机械设备闲置而造成浪费的现象。1.6 主要材料计划及保证措施一、主要材料投入计划表6-1 主要材料计划表材料名称规格型号数量10月20日至11月30日12月1日至12月31日2006年1月1日至1月18日水 泥32.5R普通硅酸盐水泥938.3 t4938.300混凝土C251059.8t466.3381.5212混凝土C1543.

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 建筑/施工/环境 > 农业报告


备案号:宁ICP备20000045号-2

经营许可证:宁B2-20210002

宁公网安备 64010402000987号