宿舍楼模板工程施工方案#工艺示意图#模板计算书

1、施工组织设计施工组织设计/方案审查意见方案审查意见review comment on construction organization desion/method statement承包单位承包单位 contractor: 四川石油天然气建设工程有限责任公司（四川石油天然气建设工程有限责任公司（spc）监理单位监理单位 supervision company: 四川华成油气工程建设监理有限公司（四川华成油气工程建设监理有限公司（spcs）合同号合同号 contract no.: cw682719 编号编号 no.: cdb-0000-tec-pln-sc2-000-00000-00工程项目名

2、称 engineering project name：川东北高含硫气田工程chuandongbei high-sulfur gas field project方案描述 description of ms：鲲池倒班宿舍模板施工方案mould construction method statement of kunchi living quarter编制依据 compilation basis：建筑施工模板安全技术规范jgj162-2008 ， 建筑施工扣件式钢管模板支架技术规范db33/1035-2006， 建筑施工扣件式钢管脚手架安全技术规范jgj130-2001mould construct

3、ion safety technical regulation jgj162-2008, fastener-style steel pipe falsework technical regulation db33/1035-2006 db33/1035-2006, fastener-style steel pipe scaffold technical regulation jgj130-2001编制总说明 compilation instruction：为鲲池倒班宿舍模板施工准备。preparation for kunchi living quarter mould construction

4、承包商报审意见 comment for approval from contractor：承包单位 contractor（章 seal）： 项目负责人 project leader： 日 期 date： 审查意见 review comment：项目监理机构project supervision organizationcdb 专业工程师cdb disciplined engineercdb qa 工程师cdb qa engineercdb hes 现场经理cdb hes site managercdb 现场施工经理cdb site construction manager签字 sign 签字

5、sign 签字 sign 签字 sign 签字 sign 日期 date 日期 date 日期 date 日期 date 日期 date cdb-0000-tec-pln-sc2-000-00000-00川东北高含硫气田工程川东北高含硫气田工程chuandongbei high-sulfur gas field project鲲池倒班宿舍模板施工方案鲲池倒班宿舍模板施工方案mould construction method statement of kunchi living quarter 川庆油建公司川东北高含硫气田工程施工项目部spc chuandongbei high-sulfur g

6、as field project construction department版次rev.编制 compiled日期 date2011-1-10审核 reviewed日期 date2011-1-10k01批准 approved日期 date2011-1-10目目 录录contents1. 工作范围工作范围 scope of work.22. 相关活动和方案相关活动和方案 related activities & method statements .22.1 相关程序文件和方案相关程序文件和方案 relevant procedure documents and method stat

7、ements.22.2 主要标准规范主要标准规范 main standard specifications.23. 健康、安全与环境健康、安全与环境 health, safety &environmental .33.1 风险评估风险评估 risk assessment.33.2 hse 要求要求 hse requirements.33.3 应急救援应急救援 emergency response.34. 培训和人员资质培训和人员资质 training and competency of personnel.45. 工艺工艺 process.45.1. 模板设计模板设计 mould de

8、sign.45.2. 结构参数及模板排架设计结构参数及模板排架设计 structural parameter and mould arrangement design.55.3. 地下墙板模板设计地下墙板模板设计 underground wallboard mould design.65.4. 柱、梁节点模板设计柱、梁节点模板设计 column, beam joint mould design.65.5. 顶板模板设计顶板模板设计 top slab mould design.75.6. 梁模板设计梁模板设计 beam mould design.75.7. 墙模设计墙模设计 wall mould

9、 design.85.8. 楼梯模设计楼梯模设计 staircase mould design.85.9. 墙体模板安装墙体模板安装 wall body mould installation.105.10 模板质量控制模板质量控制 mould quality control.135.11 安全生产及文明施工保证措施安全生产及文明施工保证措施 safety production and civilized construction insurance measures.156 模板计算书模板计算书 mould calculation sheet.206.1 梁模板扣件钢管高支撑架计算书梁模板扣件

10、钢管高支撑架计算书 beam mould fastener steel pipe high support bracket calculation sheet.276.2 柱模板支撑计算书柱模板支撑计算书 column mould support calculation sheet.386.3 墙模板的木模板计算书墙模板的木模板计算书 wood mould of wall mould calculation sheet.426.4 楼板模板计算书楼板模板计算书floorslabtemplate calculations.466. 质量监视质量监视 quality surveillance.54

11、7. 人员安排人员安排 personnel.547.1 组织机构组织机构 organization.547.2 工作职责工作职责 responsibilities.547.2 沟通沟通 communications.558 设备设备 equipment .559 材料材料 materials.5510 报告和记录报告和记录 reporting and records.5511 行动关闭行动关闭 close out of activities.551.工作范围工作范围 scope of work此方案适用于鲲池倒班公寓模板施工。this program applies tokunchi livi

12、ng quarter mould construction2.相关活动和方案相关活动和方案 related activities & method statements2.1相关程序文件和方案相关程序文件和方案 relevant procedure documents and method statements 健康环保和安全管理体系cdb-0000-hes-pcd-sc2-000-00001-00 health and safety plan cdb-0000-hes-pcd-sc2-000-00001-00 hse 培训标准cdb-0000-hes-pcd-sc2-000-0000

13、2-00 hse training standard cdb-0000-hes-pcd-sc2-000-00002-00 高处作业安全管理标准cdb-0000-hes-pcd-sc2-000-00006-00 high place safety management standard cdb-0000-hes-pcd-sc2-000-00006-00 个人防护用品管理标准cdb-0000-hes-pcd-sc2-000-00008-00 ppe management standard cdb-0000-hes-pcd-sc2-000-00008-00 工具箱会议标准cdb-0000-hes-p

14、cd-sc2-000-00009-00 tool box meeting standard cdb-0000-hes-pcd-sc2-000-00009-00 脚手架作业安全管理标准cdb-0000-hes-pcd-sc2-000-00010-00 scaffold work safety management standard cdb-0000-hes-pcd-sc2-000-00010-00 临时用电安全管理标准cdb-0000-hes-pcd-sc2-000-00018-00 temporary electric safety management standard cdb-0000-h

15、es-pcd-sc2-000-00018-00 雪佛龙作业许可证标准 chevrons work permit standard2.2主要标准规范主要标准规范 main standard specificationsjgj130-2001 建筑施工扣件式钢管脚手架安全技术规范； jgj130-2001 fastener-style steel pipe scaffold technical regulation dgjj08-016-2004 钢管扣件水平模板的支撑系统安全技术规程； dgjj08-016-2004 steel fastener standard mould supportin

16、g system safety technical regulation直缝电焊钢管 （gb/t13793） 、 低压流体输送甲焊钢管 （gb/t3092） 、 碳素结构钢（gb/700） 、钢管脚手架扣件 gb/5831-2006；longitudinal electric resistance welded steel tubes （gb/t13793）, low-voltage liquid delivery self weld steel pipe（gb/t3092）, carbon construction steel（gb/700）, steel pipe scaffold fas

17、tener gb/5831-2006钢结构设计规范gbj17-88 steel construction design regulation gbj17-88钢结构工程施工质量验收规范 （gb50205-2001）steel construction quality acceptance regulation （gb50205-2001）建筑施工模板安全技术规范jgj162-2008 mould construction safety technical regulation jgj162-2008建筑施工扣件式钢管模板支架技术规范db33/1035-2006 fastener-style s

18、teel pipe mould support technical regulation db33/1035-2006建筑结构荷载规范gb50009-2001construction load regulation gb50009-2001gb50204-2002 混凝土结构工程施工及验收规范；gb50204-2002 concrete structure construction and acceptance regulationjgj80-91 建筑施工高处作业安全技术规范； jgj80-91 height work safety technical regulationjgj46-200

19、5 施工现场临时用电安全技术规范； jgj46-2005 temporary electricity safety technical regulationjgj59-99 建筑施工安全检查标准； jgj59-99 construction safety inspection standard本工程施工图纸.construction drawings of the project3.健康健康、安全安全与环境与环境 health, safety &environmental3.1风险评估风险评估 risk assessment此方案中的所有单项工作都应与承包商的单项 jsa，风险分析和每

20、天开始工作前进行的工具箱会议相符。all individual tasks mentioned in this method statement will be subject to individual jsa, risk assessments and toolbox talks by contractor in-situ before work commences on a daily basis.3.2hse 要求要求 hse requirements施工前应按雪佛龙作业许可证标准办理好工作许可。obtain the work permit by the chevrons work p

21、ermit standard before construction.此方案中的所有单项工作都应与承包商的单项 jsa，风险分析和每天开始工作前进行的工具箱会议相符。all individual tasks mentioned in this method statement will be subject to individual jsa, risk assessments and toolbox talks by contractor in-situ before work commences on a daily basis.所有人员都应参加了适应的安全培训并佩戴 ppe,如作为最低要

22、求的安全帽，钢头鞋，安全眼镜和工作服。all personnel will have undergone applicable safety training and wear ppe i.e. safety helmet, steel toed safety boots, safety glasses and coveralls as the minimum requirement and gloves and high visibility vests shall be worn where necessary。作业时，应有 hse 管理人员现场监督执行。hse manage staff

23、should supervise the job site while operation.3.3应急救援应急救援 emergency response施工作业现场配备急救箱。急救箱内包含的内容应符合川东北项目要求。first-aid kit will be needed on construction site. contains in first-aid kit will be conforming to requirements of chuandongbei project.在施工中若发生紧急事件，按照事故管理程序cdb-0000-hes-pcd-sc2-000-00014-00 进行

24、上报。if emergency happens in construction, report procedure will be accordance with accident management procedure cdb-0000-hes-pcd-sc2-000-00014-00.如遇到任何医疗、安保意外或安全事件、事故，工作人员应按照相关程序联系以下人员。联系人先后顺序的选择应本着对处理事件或伤者最有利的方式。workers will contact following personnel in accordance with corresponding procedures if

25、 any unexpected medical, security incidents or accidents happen. the sequence of contact shall be based on the best interest of handling the incidents or the injured.联系单位(所在地址)contact (location)联系电话tel numberspc 急救电话（宣汉处理厂内）spc emergency contact (in xunahan gas plantdb 南坝安全控制中心cdb nanba

26、 safety control cente0818-3951111救护中心联系电话（南坝境内）emergency center ( in nanba0818-5520999现场健康安全环保经理 廖哲（高桥）gaoqiao site hse manager: liao zh护中心联系电话（开县境内）emergency center (in the kaixian023-52663222应急救援按照应急总预案cdb-0000-hes-pln-sc2-000-00001-00 执行。execute

27、 emergency response in accordance with general plan of emergency rescue cdb-0000-hes-pln- sc2-000-00001-00.4.培训和人员资质培训和人员资质 training and competency of personnel承包商为所有人（包括其分包商人员）提供所有的监督人员和必要的 hse 培训。并且让所有人员在进场施工前都必须经过入场培训且合格。承包商应负责此方案中所描述活动的执行。contractor shall provide all supervisors, the required hs

28、e training to all personnel including subcontractor personnel. all personnel shall have an hse passport prior to mobilization to site. contractor shall take responsibility for execute described activities in this method statement.任何人在接受相应培训前都不能擅自动用设备或从事相关工作。特殊工种作业人员必须取得相应工作的资质证件，且报审合格。anybody can no

29、t utilize equipments arbitrarily or do relevant works prior to accept related trainings. operators of special works must obtain relevant qualification certification of corresponding works and qualified in verification before work.人员培训应遵循hse 培训标准cdb-0000-hes-pcd-sc2-000-00002-00。staff training should

30、 based on the hes training standard cdb-0000-hes-pcd-sc2-000-00002-00操作人员进场施工前应参加 cdb 的 hse 培训，并取得相关证件。operator should attend the hse training by cdb and obtain relevant vouchers before operation.脚手架搭设人员应取得相关工作证书。scaffold setup personnel should obtain relevant working voucher.电工应取得相关工作证书。electrician

31、 should obtain relevant working voucher.5.工艺工艺 process 5.1.模板设计模板设计 mould design基础梁与剪力墙模板 foundation beam and shear wall mould 基础梁与承台模板 foundation beam and bearing platform mould（1）本工程副楼基础为钻孔桩，桩承台、柱、基础梁，平台板为梁板结构。基础梁用木模板，电梯井做砖胎膜。 the foundation of deputy building is drilling pile, the pile bearing pl

32、atform, column, foundation beam and flat plate are beam and slab structure. the foundation beam takes wooden mould, the elevator well is brick membrane.（2）本工程主楼独立基础在靠近地基第一台阶时采用标准砖做砖模，其余部分采用钢模板或者木模板。using the standard brick as the brick mould for the first step nearby the independent foundation of ma

33、in building; using the steel mould or wooden mould for the remaining parts.具体做法： 在基坑开挖时，测量员随基坑开挖速度跟踪测量，并根据基础梁翻样图及时用白灰线放出基础梁位置线，用机械开挖梁槽，人工清底，挖到基础梁设计垫层标高时及时用 c15 砼浇筑垫层，在垫层上施放梁内边线。而后开始砌筑梁胎模，砌筑到底板底标高时进行梁胎模外回填，回填质量必须达到规范要求，在基础砖胎模内侧支设模板，上口标高为底板底标高，而后补浇垫层砼，并压实抹光。 specific method: measure in comply with the

34、 excavation, and pay off the foundation beam position line with lime per the foundation beam drawings; excavate the beam trench with machine and clean manually, pour the cushion with c15 concrete while excavating till the design cushion elevation and paying off the beam edge line on the cushion. mas

35、onry the beam membranes till the elevation of bottom slab prior to backfilling, the backfilling should satisfy the regulation, set the mould on the interior side of foundation brick membrane, the back cut elevation is equivalent to the bottom slab elevation, then pour the cushion concrete, compact a

36、nd polish. 导墙模板： 导墙模板面层采用 18 厚胶合板，外侧用 50100木方作龙骨，外侧加 2 根48 钢管，间距 600，用 14 螺栓与钢管连接。 guide mould: use the 18mm glued board as the surface, the 50100 mould as keel at the exterior side, add two48 steel, the space 600, connect the14 bolt with the steel.5.2.结构参数及模板排架设计结构参数及模板排架设计 structural parameter and

37、 mould arrangement design 柱模板设计，鲲池倒班公寓一层层高 3.96m，二至七层层高 3.6m，地下室层高 4.68m，柱断面尺寸为 800800 及 600600，柱高以 3.6m-4.68m 计，柱模采用双钢管做柱箍，柱箍500。 column mould design, the height of first floor is 3.96m, the height from second floor to seventh floor is 3.6m, the basement floor height is 4.68m, the column section si

38、ze is 800800 and 600600, the column height is calculated between 3.6m-4.68m; using double steel pipe hoop 500 as the column mould. 楼板排架模板 楼板板厚为 120mm，排架立杆间距为 1.0m，立杆步距为 1.80m，应设立体剪刀撑。 floor slab bent frame mould: the thickness of floor slab is 120mm, the space between bent frame poling is 1.0m, the

39、pace is 1.80m, and three-dimensional bridging should be set.梁模板及支架设计 梁断面尺寸：该工程副楼梁最大截面梁按 3001500 计，梁底立杆横向间距为 0.60m（梁底增加一根立杆） ，沿梁跨度方向间距为 0.60m，立杆步距为 1.80m。 主楼梁最大截面梁为 350900，梁底立杆横向间距为 0.60m（梁底增加一根立杆） ，纵向沿跨度间距为 0.40m，立杆步距为 1.80m。小于等于 250x400 梁底可不设立杆，其他梁底均应设立杆。beam mould and support design beam section s

40、ize: the beam section of deputy building is calculated per 3001500, horizontal space between beam poling is 0.60m (add one poling at the beam bottom), the space along the direction of beam span is 0.60m, the pace between poling is 1.80m. the maximum section beam of main building is 350900, horizonta

41、l space between beam poling is 0.60m (add one poling at the beam bottom), the space along the direction of beam span is 0.40m, the pace between poling is 1.80m. set the poling at the beam bottom except the beam bottom which is no greater than 250x400.5.3.地下墙板地下墙板模板设计模板设计 underground wallboard mould

42、design地下室外墙板，墙断面为 3004680，计算高度为 4680，采用钢模板，50100 木檩条200（竖向设置） ，采用 483.2 双钢管围檩400（横向布置） ，设 16 对拉片 7 道，竖向间距400mm，水平间距400。 underground exterior wall board, the wall section is 3004680, calculate height is 4680, use steel mould, 50100 wood purlin 200 (vertical set); use 483.2 double steel tube purlin 40

43、0 (horizontal set), set 7 lines of 16 pairs pulling-on pieces, the vertical space is 400mm, the horizontal space is 400mm.5.4.柱、梁节点模板设计柱、梁节点模板设计 column, beam joint mould design梁柱接头模板采用四块用多层板制作带梁豁的柱模组合而成。梁豁模板制作时，紧靠梁豁周边的模板背后加 50100 木方，木方必须双面刨平直，在木方与多层板组成的平面上加一块 50 宽多层板，多层板一边必须与梁豁多层板内侧对齐，且与背楞木方固定牢固。梁豁以

44、下的柱模长度不小于100。beam column joint mould is composed with beam and column mould made by 4 multi-layer boards. while fabricating, add 50100 wood at the backside of mould around the beam joint, the wood must be straight at both sides; add 50 multi-layer board on the surface composed by wood and multi-boar

45、d, align one side of the multi-layer board with the interior side of beam multi-layer board, and tightly fast with back wood. the length of column mould below the beam joint is no less than 100. 多层板模板、背楞模板是一个固定在一起的梁豁模板，一个梁柱接头的四块带梁豁的模板采用公母扣模，用母扣模顶紧公扣模，这样保证合模严实。在梁豁下，用柱箍（100100 刨平木方）将柱模四面抱死。 multi-laye

46、r mould and back mould are the beam joint moulds fastened together, the beam joint mould of beam column joint is the male and female buckle mould, tight the male buckle with the female buckle. use column hoop (100100 planed mood) lock the column mould. 梁的底模和侧模与梁豁相接时，要与梁豁周边贴上的 50 宽多层板靠紧平接，且与梁豁周边双面刨光的

47、木方牢固固定，然后加固梁底模和梁侧模（见下图） 。while connecting the bottom mould, side mould and beam joints, tightly connect with the 50 multi-layer board around the beam joints, and fixed with the planed wood; then reinforce the beam bottom mould and side mould (per below).柱头模板安装示意图pier head mould installation diagram5

48、.5.顶板模板设计顶板模板设计 top slab mould design顶板模板选用普通多层板，龙骨选用50100的木方，间距为300，木方表面刨平以保证与模板接合面平整。the top slab mould is normal multi-layer board, the keel is 50100 wood, the space is 300, ensure the level off by using the planed wood.顶板及梁模安装支设时，应先搭设满堂脚手支撑，其高度依据各层高度和梁的截面高度及顶板的厚度而定，满堂脚手用钢管支撑，为考虑到多层板的接缝，在接缝处必须用50

49、100的木方，便于接缝并固定梁的截面尺寸。满堂脚手架立杆支撑距墙边300左右，立杆横、纵向间距800，并设置水平横杆，横杆布置距底端200，往上步距1800左右，（180mm、250厚顶板下采用双扣件）。按混凝土结构工程施工及验收规范规定gb502042002的要求，现浇钢筋混凝土板，当跨度等于或大于4000时，模板应起拱，起拱高度为全跨长度的1/10003/1000，因此顶板支模时，应考虑起拱的要求，起拱的具体做法为：用钢管脚手架,上部加可调支撑,以调整高度,木板作辅助,以满足顶板起拱要求。when install the top slab and beam mould, set compl

50、ete scaffold whose height should in accordance with the height of each floor, beam section and thickness of top slab; use steel pipe as the scaffold and put 50100 wood at the joints in order to better connect and fix. the space between the scaffold and wall is around 300mm, the horizontal and vertic

51、al space of poling is 800mm; set horizontal rail, the pace between horizontal rail and bottom is 200mm, pace upward is 1800mm (use double fastener under the 180mm, 250mm top slab). per concrete structural construction and acceptance regulation gb502042002, when the span is no less than 4000mm, the m

52、ould should be cambered whose height is 1/10003/1000 the height of span length. the specific method: use steel pipe scaffold with adjustable support on the upside to adjust height, use wood board to assist.5.6.梁模板设计梁模板设计 beam mould design 采用梁侧模包底模，楼板模压梁侧模法施工。 use beam side to cover the bottom mould,

53、 floor mould presses the side beam mould. 梁侧模及底模采用多层板，墙、梁、板模板相连处，模板支设应保证接缝严密。 use multi-layer board as beam side and bottom mould, ensure the tightly connection at the joint of wall, beam and board mould. 梁侧模采用50100木方做背楞，当梁高小于600时，间距取600，当梁高大于600时，间距宜400，且沿梁长度方向设48钢管做水平背楞，梁中央和梁底模下口应设14拉杆一道，（梁高1500中间

54、设2道16螺栓）抵抗砼的侧压力；拉杆间距为：当梁高600时，间距为800；当梁600时，间距为600。梁中部拉杆外加塑料套管，可以使拉杆拆卸后周转使用。梁侧向加斜向钢管支撑，以确保梁模稳定，间距为900。大梁下扣件为了增加防滑系数采用双扣件方式。 the beam side use 50100 wood as the back, when the beam height is less than 600mm, space 600; when the beam height is greater than 600mm, space 400; use48 steel pipe as the hor

55、izontal back along the beam length direction, set one 14 pull rod at the end opening of the beam center and beam bottom mould, (beam height1500, set two16 bolts in the middle) resist the concrete side pressure; the space of pull rods: when the beam height is 600, the space is 800mm; when the beam he

56、ight is greater than 600mm, the space is 900. to increase the anti-slip parameter, use double fastener under the beam. 梁底模铺在50100木方上，（或用50厚木板），间距根据梁宽尺寸而定一般为200-300之间。梁模支撑也采用钢管脚手架，并与顶板支撑联成整体。按混凝土结构工程施工及验收规范规定gb502042002的要求，现浇钢筋混凝土梁，当跨度等于或大于4000时，模板应起拱，起拱高度为全跨长度的1/10003/1000（梁板支撑详见附图）。pave beam bottom

57、 mould on the 50100 wood (or 50 thick wood board), the space is generally between 200-300mm. use steel scaffold as the beam mould support and connect with top slab. per concrete structural construction and acceptance regulation gb502042002, when the span is no less than 4000mm, the mould should be c

58、ambered whose height is 1/10003/1000 the height of span length. (beam board support, see attachment for detail)后浇带跨模板不得早拆，后浇带下模板不拆除，等后浇带混凝土浇筑后再拆除，按下图方法支设。（如果没有调节螺栓支模的设备，后浇带部位可以用立杆搭接方法，搭接长度1m，搭接部位用三只旋转扣件连接）the post-cast strip mould should not to removed early until the concrete pouring, installation

59、method per map below. (if no adjustable bolt supporting mould equipment, take poling connection method at the post-cast strip, the connection length 1m, connect the joints with 3 whirling fasteners).5.7. 墙模设计墙模设计 wall mould design墙模板采用普通多层板模板，竖肋用50100木方，间距400，围檩采用双排483.2的钢管，间距400400。 the wall mould

60、is normal multi-layer board, the vertical rib is 50100 wood, the space is 400mm, the circuit purlin is double row 483.2 steel pipe, the space is 400400.混凝土墙体拐角（阴角）处是模板施工的难点，本工程为确保阴角方正，考虑配置阴角模。阴角模用多层板做面板，角模大小在300300较为合适，角模拐角及两竖边框均用通长木方钉牢，竖肋木方间加钉横向木方，横向木方间距600左右，这样即可保证角模的牢固及角度的准确。 the mould construction at the corne