扣盘式钢管脚手架搭设方案(中英文

1、China Novartis Institutes for Biomedical Research CO.,Ltd诺华(中国)生物医学研究有限公司Novartis Shanghai Campus Phase I Construction Project诺华上海园区一期建设项目Animal Facility Construction Works动物房建设工程C-P178-AF(192)-CSF-MS-AMethod statement of buckle dis scaffold erection 扣盘式钢管脚手架搭设方案 编制人complied by: 审核人verified by:中国电子系

2、统工程第二建设有限公司CESE2日期：2013-09-10 Data:2013-09-10目录catalogue1. 编制依据compilation basis2. 工程概况project profile3. 产品介绍product introduction4. 扣盘式脚手架搭设方案scaffold erection scheme5. 施工总体安排construction arrangement6.搭设步骤erection steps7.脚手架搭设安全注意事项scaffold erection safety notes8.附件attachments： Attachment1：附图 drawin

3、gs Attachment2：证书 certificatesAttachment3：受力分析计算书 Stress analysis calculationsAttachment4：工作危险性评估(JHA)1. 编制依据compilation basis*建筑施工普通脚手架安全技术规定（试行）的通知Ordinary construction scaffolding safety regulations (Trial) notice*建筑工程扣件式钢管脚手架安全技术规范JGJ130-2011 Construction of steel tubular scaffold safety technic

4、al specifications JGJ130-2011*建筑施工高处作业安全技术规范JGJ80-91 * Construction work at heights safety technical specifications JGJ80-91*关于贯彻建设部新颁发的两个脚手架安全技术规范的通知.On the implementation of two new technical specifications for scaffolding safety issued by the Ministry of Construction notice*有关脚手架施工的技术要求、规范及文件* Fo

5、r scaffolding construction technical requirements, specifications and documents*上海捷超脚手架企业标准Q/ILNT 1-20081. Shanghai Jie Chao scaffolding enterprise standard Q / ILNT 1-2008*建筑施工安全检查标准JGJ59-201* Construction safety inspection standards JGJ59-2011*建筑结构荷载规范GB50009-2001Structural Load Code GB50009-20012

6、.工程概况project profile上海诺华动物房工程位于张江高科，本脚手架方案为针对地下室至C6六层的管井，一共分为7层，由地下室部分和地面以上的6层构成，该区高度为39.4m，脚手架搭设高度为38m，长度为6m，宽度为1.8m，搭设脚手架平台用于管道、风管施工为主，整体项目由M+W管理公司承担项目管理，总包为南通建工，机电施工由中国电子系统工程第二建设有限公司承包。Shanghai Novartis AF Engineering is located in Zhangjiang Hi-Tech Park. This scaffold scheme is for shaft from t

7、he basement to C6, in total,7 layers, consisting the basement section and six layers above the ground, the area height is 39.4m, scaffold erection height is 38m, length is 6m, width is 1.8 m, erection the scaffold platform is mainly for pipe, duct construction, overall project is managed by the M +

8、W, the prime contractor is NTCC, electrical and mechanical construction is made by CESE2.3.产品介绍 product introduction 施工现场使用上海捷超脚手架有限公司生产的扣盘式脚手架。该公司主要生产自行研制、获得国家专利技术的扣盘式脚手架，系中国模板协会成员单位，产品经上海市建筑科学院检测站检验；产品获得上海市高新技术成果转化项目认定办公室颁发的证书；公司内部经营团队自有一支脚手架搭设专业施工队伍，为脚手架租凭项目提供搭建服务。Construction site uses the buckl

9、e disc scaffold of Shanghai Jie Chao scaffolding Co., Ltd. The company mainly produces the buckle scaffold which is researched by itself and rewarded the national patent technology, it is a template-based China Association member units, product is tested by the Shanghai Academy Architecture inspecti

10、on station; Products gets the Certificates issued by Shanghai high-tech achievement transformation project authorization office; companys internal management team own a professional scaffolding erection construction team, supplying the erection service for scaffolding lease project4.扣盘式脚手架搭设方案buckle

11、 disc scaffold erection program4.1扣盘式脚手架型材规格及材质buckle scaffold material specification and material立杆：采用直径483.5焊管；扣盘为冲压件；Vertical Pole: diameter 48 3.5 welded pipe; buckle is for the stamping parts;横杆：采用直径483.5焊管；卡钳为冲压件或铸钢件；cross Bar: diameter 48 3.5 welded pipe ; calipers are stampings or steel cast

12、;斜杆：采用直径483.5或直径402.5焊管;斜卡钳为冲压件或铸钢件； Diagonal rod: diameter 48 3.5 or 40 2.5 diameter welded pipe; oblique calipers are stampings or steel cast;脚手板：采用专用型材、钢板网；Scaffold boards: the use of special profiles, steel net;楼梯：采用专用型材、钢板网；Stairs: The special profiles, steel net;以上构配件材质均为Q235。These components

13、and parts are made of Q235.4.2本工程扣盘式脚手架构架搭设要求buckle scaffold erection requirements of this project 4.2.1、采用立杆、横杆、斜杆为主构件，配置楼梯、脚踏板、支撑架、槽钢分割层等构件组装成一组1800（宽）*6000（长）*39000mm（高）的移动脚手架作业平台，钢管尺寸：外径48mm，内劲41mm，壁厚3.5mm，立杆与立杆的纵向间距是1.8m，横向间距0.9m，步距为1.8米，连墙件密度为三步两跨，使用钢管做剪刀撑及水平杆，上下通道使用双扶手，确保施工安全。 the pole, bar,

14、inclined bracing are the main components, equipped with the heavy moving wheels, stairs, pedals, cage, channel steel segmentation and other components to be assembled into a 1800 (W) * 6000 (length) * 39000mm (high) mobile scaffolding working platform, pipe size: external diameter 48mm, internal dia

15、meter 41mm, thickness 3.5mm, the spacing between the vertical pole is 1.8m and 0.9m, step is 1.8 m, use steel pipe to support the pipe shaft to avoid the swing of the sidewall. Use the steel pipe as the scissors support or the horizontal rod, for the up and down access, use the dual armrests to ensu

16、re construction safety. 4.2.2立杆安装应竖直，一般根据预先安放的可调底座确定，立杆杆件的选取应根据工程的高度而定，采用不同种规格的立杆相互搭配使用，立杆应无弯曲，卡盘无变形，对接处不晃动，对接牢固。立竿的垂直偏差，不得大于架高的1/200，全高偏差不得大于100mm；立杆顶端应高出操作平台不少于两个卡盘的高度，作为护栏且应连接牢固。Pole installation should be vertical, generally is confirmed based on an adjustable base which is put early, vertical p

17、ole should be selected according to the height of the project, use the different kinds of poles, the pole should be no bending, chuck is no distortion, the butt place is no shaking, butt is firmly. The vertical deviation of vertical pole, shall not exceed 1/200 of rack height, full height deviation

18、is not more than 100mm; pole should be higher than the top of the platform height which is not less than height of two chucks, as Guardrail and should be securely connected. 4.2.3横杆安设应做到横平竖直，纵横向水平杆两端与立杆的卡盘连接应位置准确，卡钳与卡盘连接时应逐个采用手锤敲紧连接销，水平杆调平应采用水平尺确定。Cross bar should do the install smoothly in the tran

19、sverse and straight in the longitudinal, longitudinal and transverse horizontal rod ends are connected accurately with the pole chuck, when calipers and chuck are connected, use hammer individually to hammer the connection pin firmly, the horizontal bar leveling should determined by using the horizo

20、ntal ruler. 4.2.4斜杆安设应根据架体的形式确定，一般在架体外每隔五跨从上到下安设斜杆，斜杆接头与卡盘连接应牢固，做到连接销的敲紧率为100%。斜杆须交叉布置时应分别安设在立杆卡盘的内外侧；剪刀撑设置一般安设在脚手架外侧，与立杆之间组合成三角形受力，剪刀撑三角形受力与扣件式脚手架的剪刀撑交叉受力结果是一样的，都能保证脚手架整体稳定性。通常斜杆与横杆之间的角度应保持在4563之间。 inclined bar erection should be determined by the form of frame, usually install the inclined bar eve

21、ry five spans from top to bottom outside the frame, the joints inclined bar should be firmly connected with the chuck, so the hammering rate of the connection pin is 100 %. When the inclined bar needs the cross-arrangement, should be separately installed between the inner and outer of the pole chuck

22、; the scissors support is generally install the outside of the scaffold, combined a triangle force with vertical pole. The result of triangle force of scissors support is the same as the cross force of the scissors of the coupler scaffold both of them can ensure the overall stability of the scaffold

23、ing. Usually angle between the inclined bar and the transverse rob should be maintained at between 45 63 4.2.5脚踏板、楼梯和踢脚板的安装，遵照稳固、方便行走、经济实惠等原则，安装时尽量做到物尽其能，每一块脚手板和楼梯都必须将端部卡子与横杆锁死，每一块踢脚板都必须将卡子与立杆锁死，锁死后均要求达到不松动、不脱落，安装要求锁死部分应逐个检查，合格为止。the installation of skirt board , stairs follow the principles of “ fi

24、rm, easy to walk, economical” when installation, try to make the best use of material, every scaffold boards and stairs must lock end clamps and crossbar, each one skirting board must lock the clips and pole, to meet the no-loosing, no-falling off requirements. The section which is required to lock

25、tightly should be individually checked until it is qualified. 4.2.6操作平台上设高为1200mm的护栏。high 1200mm guardrail height is set on the operating platforms located 4.2.7本架设六层水平定位杆。 this scaffold is set with the six-layer horizontal positioning bar.4.2.8操作平台以下设斜杆，保证其稳定性。the inclined bar is set under the oper

26、ating platform to ensure its stability. 4.2.9、操作平台满铺脚踏板，（楼梯处设活动盖板），保证其安全。the foot plate is set on operating platform, (movable cover is set at the stairs), to ensure their safety.5、施工总体安排construction arrangement5.1施工准备construction preparation5.1.1施工手续及证件Construction procedures and documents扣盘式钢管移动脚手

27、架方案及附属文件需经过管理公司审核批准后方可实施，技术负责人应把批准后的方案对项目部的安全员、施工员、班组长等相关负责人员进行现场搭设总交底，搭设现场负责人员具备特种作业操作证（高空架设作业），作业人员施工前必须经过厂家的培训后持厂家颁发证件才能上岗，搭设前必须进行脚手架搭设安全技术交底。The construction is carried out after the buckle steel tubal mobile scaffold scheme and an auxiliary documents is approved by the management company , tech

28、nical director carries out the site erection disclosure of the approved documents for project security staff, construction workers, group leaders and other responsible personnel. The personnel in charge of the erection site should have special operations permit (aerial erection work), operating pers

29、onnel must pass the pre-construction training of the manufacturer and get the permits, then, work. The scaffolding erection security technology disclosure must be carried out before the scaffold erection.6、搭建步骤erection step自下而上分步进行carry out step by step, from bottom to top.1、 竖立杆；install the vertica

30、l pole2、 安装底层横杆；install the cross bar of the bottom layer 3、安装底层定位杆；install the positioning bar of the bottom layer4、安装第二层横杆；install the cross bar of the second layer5、安装斜杆；install the inclined bar6、安装楼梯；install the stair7、架设剪刀撑install the scissor support8、安装踏步板及中间定位杆（按需）；Install the foot board and

31、middle positioning bar9、安装三角支撑架并撑牢。Install the triangle support按以上顺序1-9操作，立杆总高度应超出工作平台1.2M（不超过管井总高度时），四周安装防护栏杆和踢脚挡板。Operate according to the above sequence 1-19, total height of vertical pole should extend 1.2M of the working platform (does not exceed the total height of pipe shaft). Protective rail

32、 and skirt board are installed.7、脚手架搭设安全注意事项scaffold erection safety notes7.1、脚手架搭设或拆除负责人员必须由特种作业人员安全技术培训考核管理规定经考核合格，领取特种作业人员操作证。 the personnel in charge of scaffold erection or removal must have special operations personnel operating permit, after passing an examination of special operations person

33、nel safety training and examination regulations 7.2、操作时必须配戴安全帽、安全带，穿防滑鞋。when operating, must wear safety helmets, safety belts, wear non-slip shoes.7.3、脚手架搭设作业时，应按形成基本构架单元的要求逐排、逐跨和逐步地进行搭设，矩形周边脚手架宜从其中的一个角部开始向方向延伸外搭设。确保已搭部分稳定。when scaffolding erection work, the erection is carried out row by row , spa

34、n by span the basic framework requirements, rectangle surrounding scaffold should be erected from one corners extend outside in a direction to ensure to take some stability.7.4、搭设作业，应按以下要求作好自我保护和保护好作业现场人员的安全： erection work, shall well protect themselves and protect the safety of the on-site worker a

35、ccording to the following requirements7.4.1在架上作业人员应穿防滑鞋和佩挂好安全带。保证作业的安全，脚下应有必要数量的脚手板，并应铺设平稳，且不得有探头板。当暂时无法铺设落脚板时，用于落脚或抓握、把持的杆件均应为稳定的构架部分，着力点与构架节点的水平距离应不大于0.8m，垂直距离应不大于1.5m。位于杆接头之上的自由立杆不得用作把持杆。the operating personnel on the scaffold should wear non-slip shoes and seatbelts.to ensure the safety of opera

36、tions, there are many necessary scaffold boards at the foot, and should be placed smoothly and no a probe board. When the foot board is unable to place temporarily, the lever fittings for grasping and holding should be part of a stable framework, horizontal distance of the focus forces and frame nod

37、e should be less than 0.8m, the vertical distance should not exceed 1.5m. the free vertical pole which is located on top of pole connector shall be used as holding bar.7.4.2架上作业人员应作好分工和配合，传递杆件掌握好重心，平稳传递。不要用力过猛，以免引起人身或杆件失衡。对每完成的一道工序，要认真检查才能进行下一道工序。. the operating personnel on the scaffold should well

38、 make labor division and coordinate, transport bar should have a good gravity, smoothly transport . Do not apply excessive force to avoid imbalance of the personal or bar. For each completed process, should carefully check, then the next process is carried out.7.4.3作业人员应佩戴工具袋，工具用完后要装于袋中，不要放在架子上，以免掉落

39、伤人。Workers should wear a tool bag, tools are put in the bag after use, do not put on scaffold to avoid falling and wound someone.7.4.4架设材料要随上随用，以免放置不当时掉落。the material is put then is used to avoid falling, because the location is proper.7.4.5每次收工以前，所有上架材料应全部清理好，不要放在架子上，。before stopping work for the d

40、ay, all materials on the scaffold should all be cleaned, not be on the scaffold .7.4.6在搭设作业进行中，地面上的人员应避开可能落物的区域。In the erection work, the person on the ground should avoid the area where the thing is falling off.7.5、架上作业时的安全注意事项：safety notes when working on the scaffold :7.5.1作业前应注意检查作业环境是否可靠，安全防护设置

41、是否齐全有效，确认无误后方可作业。Before operating, be careful to check the reliability of the operating environment, security settings are complete and valid , the work can be done after the confirmation is correct.7.5.2作业时应注意随时清理落在架面上的材料，保持架面清洁，不要乱放材料，工具，以免造成掉物伤人。when operation, should pay attention to clearing up

42、 the surface material on the scaffold at any time, the scaffold surface must be clean, do not misplacing materials, tools, so as to avoid wounding someone.7.5.3在进行撬、拉、推等操作时，要注意采取正确的姿势，站稳脚根，或一手把持在稳固的结构或支持物上，以免用力过猛身体失去平衡或把东西甩出。In the process of prying, pulling, pushing and other operations, pay attent

43、ion to adopting the correct posture, standing steadily, or holding a solid structure or support material with one hand, in order to avoid body imbalance or throwing out of the tools because of excessive force.7.5.4当架面高度不够、需要垫高时，一定要采用稳定可靠的垫高办法，且垫高不要超过50cm；超过50cm时，应按搭设规定升高铺板层。在升高作业面时，应相应加高防护设施。 When t

44、he surface height is not enough, you need to block up , must adopt a stable and reliable way to block up and the height does not exceed 50cm; when is more than 50cm, should raise the plating layer. When raising the work surface, should heighten the corresponding protection facilities.7.5.5在架面上运送材料经过

45、作业人员头顶时，要及时发出避让的信号。材料要轻放，不许采用倾倒、猛磕或其他匆忙缷料方式。when transporting the materials through the head of operating personnel, should promptly send avoidance signals. Materials should be put lightly, not allowed to unload the material by dumping, or other way.7.5.6严禁在架面上打闹嬉戏耍、退着行走和跨坐在外防护横杆上休息。不要在架面上抢行、跑跳，应注意身

46、体不要失衡。Frolicking, walking backward and sitting on the outer protective rails is prohibited on the surface. Do not run and jump, should keep the body balance.7.6、其他安全注意事项：Other safety notes:7.6.1运送杆应尽量利用对应楼层的升降机运输在层面传递，并绑扎牢固。尽量减少人工传递。transport bar should try using the corresponding floor level lift t

47、o transport, and lashing firm. Minimize the manual delivery.7.6.2除搭设过程中必要的12步架的上下外，作业人员不得攀缘脚手架上下，应走房屋楼梯或另设安全人梯。Except the necessary up and down of 1-2 steps at the erection, the operator can not climb the scaffolding up and down, you should take the stairs or set the security ladder.7.6.3在搭设脚手架时，不得使

48、用不合格的架设材料。In the erection of scaffolding, substandard materials must not be used.7.6.4作业人员要服从统一指挥，不得自行其是。Operating personnel to obey the unified command, not their own way.7.7、架上作业应按规范或设计规定的荷载使用，严禁超载。并应遵守如下要求：the load on the surface should meet the specification or design requirements, the overload

49、is banned. And shall comply with the following requirements:7.7.1脚手架的板层和同时作业层的数量不得超过规定。the number of scaffolding board layers and simultaneous work layer shall not exceed the number that the provision allows.7.7.2平台的铺板层数和荷载控制应按规定执行，不得任意增加铺板层和数量和在转运平台上超载材料。the number of the plating layer of the platf

50、orm and load control should be required to perform according to the provisions, not arbitrarily increase the number of layers, or overload materials on transiting platform.7.7.3架面荷载应力求均匀分布，避免荷载集中于一侧。load stress is evenly distributed ,prevent loads are concentrated on the side.7.7.4施工材料要随运随装，不得将较多材料存放在脚手架上。Construction materials to be shipped, then installed, more material will not be stored on the s