入职登记表中英文优质资料.doc

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1、入职登记表中英文优质资料(可以直接使用，可编辑 优质资料，欢迎下载）员工入职登记表Employee entry register Form姓名Name性别 Sex出生日期Birthdate身份证号码ID Number照片Photo民族People籍贯City婚姻状况Marital status生育状况 Fertility status现住地址& Present Address Phone No.通信地址Mailing address Zip code最高学历Highest education 专业Major外语及等级Foreign languagelevel职业资格Vocational cer

2、tificate专业职称Professional title主要教育经历 Main Education Experience教育时间 Education time院校名称 School Name学历 Degree专业 Major证书certificate 年 月 年 月 Month/Year 年 月 年 月Month/Year Month/Year主要工作经历 Main Employment History工作时间Employment time工作单位Company Name职位 Job title证明人姓名、 References&Phone number离职原因Reasons for le

3、aving 年 月 年 月Month/Year Month/Year 年 月 年 月Month/Year Month/Year 年 月 年 月Month/Year Month/Year主要培训经历 Training培训时间 Training time培训内容 Training content培训组织机构 The trains organization培训结果 Training results 年 月 年 月Month/Year Month/Year 年 月 年 月Month/Year Month/Year承诺：本人保证我所提供以及填写的资料均属实，如有虚假的，本人愿承担一切责任。 Commit

4、ment: I hereby confirm that all the provided information by me is real , if have any cheating, I will afford all the consequences.签名及日期Sign &Date主要家庭成员 Family members姓 名 Name关 系Relationship工作单位 Company name所任岗位及职务 Job&Title紧急联络人 Emergency contact person姓名 Name关系Relationship 及 Present Address&Zip cod

5、e Phone number健康状况Health condition身高Height体重Weight视力Vision（）良好Good （）辅助Assist听力Hearing（）良好Good （）辅助Assist是否曾被认定为工伤或职业病或持有残疾人证明 ：填写“是”或“否” （ ） Whether identified work injury, occupational disease or hold certificate of disablity: Please fill in Yes or no是否被劳动能力鉴定委员会鉴定为具有伤残等级以及何级伤残：填写“是”或“否”以及伤残等级 （ ）

6、 （ ）Whether identified as having a disability grade and its class by labor appraisal committee: Please fill in Yes or no and the degree of disability是否从事过井下、高空、高温、特别繁重体力劳动以及有毒有害工种：填写“是”或“否” （ ） Whether engaged in underground, high altitude, high temperature, special heavy manual labor, as well as po

7、isonous and harmful work: Please fill in yes or no是否有传染性疾病以及何疾病：填写“是”或“否”以及何疾病 （ ） （ ） Whether have infectious disease and which disease: Please fill in yes or no最近6个月内所接受的医学治疗与医学检查： Medical treatment and examination within the latest 6 months前用人单位信息 The lastcompany information离职时间Resignation date离职

8、原因Resignation reason是否与前用人单位约定了保密协议与竞业限制条款：填写“是”或“否” （ ） Whether signed confidentiality agreement and non-completionclause with former company: Please fill in yes or no是否与前用人单位有未尽的法律事宜：填写“是”或“否” （ ） Whether have legal matters not over yet with former company: Please fill in yes or no承诺：本人保证我所提供以及填写的

9、资料均属实，如有虚假的，本人愿承担一切责任。 Commitment: I hereby confirm that all the provided information by me is real , if have any cheating, I will afford all the consequences. 签名及日期Sign &Date:参加工作时间 Starting work date年 月 日 Y M D累计工作时间 Total working time年月 Years Months是否已经休了本年度的年休假：填写“是”或“否” （ ） If you have already

10、enjoyed annual leaves this year: Please fill in yes or no是否曾经或正在追究与承担过刑事责任：填写“是”或“否” （ ） If you have been involved in any criminal issues : Please fill in yes or no应聘信息来源 The source of recruit information是否在本公司工作过：填写“是”或“否” （ ） Whether worked in our company: Please fill in yes or no入职部门 Entry depart

11、ment入职职位 Job Title入职时间 Hire date员工声明Statement1、员工确认，公司已如实告知工作内容、工作地点、工作条件、职业危害、安全生产状况、劳动报酬以及员工要求了解的情况。I confirmed that Companyhas truthfully informed working content, working place, working conditions,occupational hazards, production safety conditions, labor remuneration and other information I want

12、 to know.2、员工在本表提供的个人信息、学历证明、资格证明、身份证明、工作经历等个人资料均真实，员工充分了解上述资料的真实性是双方订立劳动合同的前提条件，如有弄虚作假或隐瞒的情况，属于严重违反公司规章制度，同意公司有权解除劳动合同或对劳动合同做无效认定处理，公司因此遭受的损失，员工有对此赔偿的义务。I promise all the information registered in this form is true including- The personal information, education certificates, qualification certifica

13、tes, proof of identification, working experiences and so on. I fully understand the importance of above informationreality which is the premise of labor contract. If have any cheating and fake information here, I agree that company can terminate our labor contract without any compensation and I will

14、 afford the loss bringing to company3、员工确认，本表所填写的通信地址为邮寄送达地址，公司向该通信地址寄送的文件或物品，如果发生收件人拒绝签收或其他无法送达的情形的，员工同意，从公司寄出之日起视为公司已经送达。I confirmed, the mailing address I filled in this form is correct and can be delivered by express. I agree that it should be regarded as I have already received all the document

15、s or goods sent by Company to this address even it happens that they are been refused or cannot be delivered.员工签名： 日期： Signature: Date:单位填写Company fill in试用期限Probation period试用期工资Probation salary正式期工资Formal salary员工确认 Employee confirm本人对入职登记表的上面登记的全部内容皆已知晓并保证我所提供以及填写的资料均属实。I have already known and u

16、nderstand all contents in this entry registration form, and ensure all the information provided by me is real.签名及日期Sign &Date:录用条件Offer requirements工作职责 Job responsibilities考核指标KPI员工确认 Employee confirm本人对入职登记表的上面登记的全部内容皆已知晓。I have known and understand all above content in this form.签名及日期Sign &Date:中

17、英文对照施工方案目 录Contents1. 工程概况 General2。 编制依据 References3。 施工顺序 Construction Sequence4. 施工方法 Construction Method5。 安全与环境保护施工措施 HSE6。 劳动力计划 Manpower Mob. Schedule7。 机具计划 Equipment/Tools Mob。 Schedule8。 施工作业计划 Construction Schedule1. 工程概况General该项目为珠海PTA二期工程，本方案主要是为PTA二期变电所结构而编制的施工技术措施.主体结构三层钢筋砼框架，局部为二层钢筋

18、砼框架结构，变压器区域采用钢筋砼墙体。This method statement is compiled to describe the substation structure construction method of Zhuhai PTA No.2 Project, which major structure is threelayer reinforced concrete frame and partial structure is two-layer reinforced concrete frame and transformer area is reinforced conc

19、rete wall。2. 编制依据References2。1。 施工图纸 Construction Drawings REV。2 6092-BCO.01DW-174101 to 25 2。2 工程测量规范Code for Engineering Surveying GB50026-93 2。3 混凝土结构工程施工质量验收规范 Code for Quality Acceptance for Concrete Structure GB5 420022.4 混凝土泵送技术规程 Technical Codes for Concrete Casting by Concrete Pump JGJ/T109

20、52.5 建筑工程施工质量验收统一标准 Unified Standard for Construction Quality Acceptance of Construction GB50300-20012.6 钢筋焊接及验收规程 Code for Acceptance of Re-bar Welding JGJ1820032。7 建筑施工高处作业安全技术规范 Safety Technical Code for Work at Height During Construction JGJ80-912。8 施工现场临时用电安全技术规范 Electricity Safety Technical Co

21、de for Temporary Power Supply on Construction Site JGJ46-882。9 混凝土强度检验评定标准 Assessment and Acceptance for Concrete Strength GBJ107-873。 施工顺序 Construction Sequence4。 施工方法 Construction Method 4.1脚手架工程Scaffolding work4。1.1 框架外的双排脚手架由架业公司搭设.Double scaffold outside the structure will be built by scaffoldi

22、ng company。4。1。2梁和板底搭设满堂脚手架.脚手架立杆基土应平整、密实，且所有立杆底部应加设宽度大于200mm,厚度大于50mm,长度4m的垫木。Full scaffold shall be used for beam and slab bottom. Pole foundation soil shall level and dense， and size more than 4m(L)200mm(W)50mm(T） wood block shall be set for all pole bottom。4.1.3满堂脚手架的立杆间距1。2m，横杆间距为1.6m。每隔12m设置一道

23、剪力撑.搭设方法见下图.立杆与纵、横向扫地杆连接固定，纵横向立杆应在同一条直线;纵、横杆搭接接头不要大于50，即杆件接头要错位搭接。立杆搭设时应通过吊垂线保证其垂直度,垂直误差不得大于20mm。 Spacing between poles of full scaffold is 1。2m， and set cross bridging for every 12m， and method please see following sketch. Poles shall be erected as per the location， and fasten the poles with longit

24、udinal and transverse bottom pole， and longitudinal and transverse poles shall be at the same straight line. Overlap junctions of longitudinal and transverse poles shall be not more than 50%， that is, pole junctions shall be overlapped staggered。 Verticality shall be ensured by plumb line when， and

25、tolerance of verticality shall be not more than 20mm.4。1.4端头各设置一道剪刀撑，每道连接不少于4根立杆，纵向轴线除两端各设置一道剪刀撑外，按间距12m设置剪刀撑；剪刀撑接长必须用搭接,且搭接长度不小于1m，转扣不少于3个，每组剪刀撑的宽度不小于4跨，且不小于6m,斜杆与地面的夹角4560 Cross bridging shall be installed at the ends of transverse axis, and each connection shall be not less than four poles. Besid

26、es cross bridging installed at the ends of the longitudinal axis, it also installed as per 12m spacing。 Overlap must be used for cross bridging spreading, and overlap length shall be not less than 1m, and rotary button shall be less than three, and each cross bridgings width shall be not less than f

27、our spans and shall be not less than 6m。 Separation angle between diagonal pole and ground is 4560。4.1。5 脚手架平面布置及上下通道平面位置见附图1。 Make the sketch for detail plane of scaffolding including access way。 Please see sketch No。1。4。1.6脚手架搭设好后，必须经过IPMT/CFCS/HSSE验收合格后方可投入使用. After completion of scaffolding work

28、， it must be inspected and accepted by IPMT/CFCS/HSSE. 4。2模板工程 Formwork4.2。1梁、柱和墙板采用=18mm的胶合模，板采用组合钢模板。48*3.5的标准脚手架钢管加固。模板安装前,应将模板面残留砼清理干净、且在钢模板上均匀涂刷隔离剂. =18mm plywood form shall be used for beam， column and wall, and combined form shall be used for base slab, and reinforced by 483。5 scaffold steel

29、pipe. Forms shall be cleaned and remove the residual concrete, and also separant shall be painted on the steel form evenly before form installation.4.2。2柱模板Column form 1）安装顺序：柱轴线投点、放支模线搭设柱四周井字架控制标高绑扎柱钢筋、墙拉结筋、安放钢筋保护层垫块拼装柱模板柱模板校正并加固Installation sequence: mark out the column axis and form linebuild “井”

30、 shape rack around the columncontrol elevationcolumn rebar work, wall binding rebar work， install the cushion blockinstall the column formcolumn form adjustment and reinforcement2）将柱轴线、标高线复测投点，弹出柱支模线，将柱脚支模处用1:2 水泥砂浆找平，每根柱周围搭设井字架,在井字架上抄测标高控制线。Resurvey the column axis and elevation line， and mark out

31、the column form line， 1:2 cement mortar will be used to leveling at the column bottom。 “井 shape rack will be set around each column, and mark elevation control line on it。3)绑扎柱筋,垫保护层垫块，安放埋件、墙拉结筋。Column rebars and cushion block work， install the steel inserts and wall binding rebar。4)经检查合格并办理隐蔽检查记录后拼

32、装柱模。柱根部留设清扫口。柱与梁的模板安装如附图1所示。Column form will be installed after inspected accepted and got the concealed work inspection record. Cleanout shall be set at the bottom of column bottom。 Details of the column and beam form installation please see attached sketch No。-1。5) 柱箍采用483.5双钢管背棱,柱箍间距400mm；柱底及柱顶均应

33、设置柱箍，柱加固图见附图2。用钢管与脚手架有效连接并固定、校正。柱底部用1：2水泥砂浆堵缝防止漏浆。 483.5 double steel pipe heel will be used for the column hoop, and spacing between column hoop is 400mm. Steel pipe shall be used to connect the scaffold and fixing and aligning。 1:2 cement mortar will be used to seal the column bottom to prevent le

34、akage. Column hoop shall be installed at the column bottom and top， details about reinforcing please see attached sketch No。-2. 6）柱模安装基本完毕后对断面尺寸、轴线、标高、垂直度等进行全面检查校正后再进行固定，并将各柱井字架之间连成一体，形成稳定整体结构。After column form installation, overall inspection and aligning shall be done for the cross dimension， axis

35、， elevation and verticality， and then connect each column “井” shape rack as overall stable structure。 4。2.3梁、板模板Beam and slab form1）安装顺序：抄测量控制标高搭梁底模双排架及板底满堂脚手架安装梁底模绑扎梁钢筋、安放垫块安装梁侧模校正加固模板拼装板底模绑扎板钢筋Installation sequence： mark out the control elevation double scaffold of beam bottom form and full scaffo

36、ld of slab bottom beam bottom form installation beam rebar and cushion block work beam side form installation form adjustment and reinforcement slab bottom form installation slab rebar work2）在梁模下搭设双排钢管立柱承重架，钢管立柱采用48钢管，立杆纵向间距为750mm。Pole bearing rack with double steel pipe shall be built under the bea

37、m form， 48 steel pipe will be used for the pole， and longitudinal spacing between poles is 750mm. 3)梁高在800mm1000mm的梁中部设对拉螺栓一道，梁高为1200mm的梁设置两道对拉螺栓。对拉条安装方法见附图3，在模板拆除对拉螺栓拿出后，采用微膨胀水泥砂浆封堵。1200mm高梁模板支设计算书附后。One set pull bolt shall be installed at the middle of beam while the beam is 800mm to 1000mm, and t

38、wo sets pull bolt will be installed while the height is 1200mm. Details about the installation please see attached sketch No.-3。 Expended cement mortar shall be used for sealing after form dismantled and pull bolts removed。 For 1200mm height beam shall calculate the support system and make detail su

39、pport。 Please see attach.4)按控制标高安装梁底承重水平横杆（梁长L4000mm时按0。20.3%起拱)时备双卡，梁底模铺放时与之固定.Bearing horizontal pole （when beam length L 4000mm， following 0。2%0。3 arch rising) of beam bottom shall be installed according to control elevation and prepare double clamp, and fastened with it while laying the beam bot

40、tom form.5)绑扎梁筋，垫保护层垫块,安放埋件、插筋、预留孔胎模等,经检查合格后扣梁侧模。Beam side form shall be installed after all work inspected and accepted such as beam rebar work, cushion block laying， steel inserts installation, steel doweling and pocket molding bed， etc。6)梁与柱、梁交接处用木模板制成定型模板,以保证接头处模板平整。 Wooden form will be made as

41、type form for the connection where beam and column, and beam and beam to ensure leveling of connection form.7)板模板采用组合钢模，在组拼时模板缝间夹海绵条。Combined steel form will be used for slab form， and sponge strip shall be used for the form joint during matching. 4.2。4墙板模板 Wall form墙板模板安装见附图4。在模板拆除对拉螺栓拿出后，采用微膨胀水泥砂浆

42、封堵。Wall form installation please see attached sketch No。-4。 Expended cement mortar shall be used for sealing after form dismantled and pull bolts removed. 4。2.5模板工程质量允许偏差及检测方法 Allowable Tolerance and Control Method of Formwork Quality混凝土结构工程施工质量验收规范GB 5 4-2002 (表4.2.6, 4.2。7)Code for Quality Accepta

43、nce for Concrete Structure GB5 4-2002 （see table 4。2.6, 4.2。7)项目Item 允 许 偏 差 （mm）Allowable Tolerance（mm） 检 验 方 法Checked by。截面内尺寸Dimension inside Formwork +4，5Steel ruler钢尺检查轴线位置Axis position 5 水准仪Level instrument测量工 surveyor预留洞Anchor pocket 中心线位置Centerline 10 水准仪Level instrument测量工 surveyor4。2.6柱及梁侧

44、模板在混凝土浇筑48小时后拆除，浇水自然养护不得少于7天;梁底模板必须28天或砼强度达到100%方可拆除（做同条件砼试块测试)，并浇水养护7天。Column and beam side forms will be dismantled 48 hours after concrete casting, and watery curing shall not less than 7 days. Beam bottom slab form can be dismantled after 28days or concrete strength reached 100（make block sample

45、 in same condition）， and water curing 7 days。 4.3钢筋工程Rebar work4.3.1所用钢筋必须具有出厂质量证明书，试验报告单，且钢筋表面清洁，无损伤。All rebars must have quality certificates and test reports when leaving the factory， and keep rebar in tidy condition and no damage.4.3.2 所有钢筋在进场时必须按同一牌号、同一炉批号、同一规格、同一交货状态且重量不得大于60t为一批,任选2根分别在每根上切取拉力、冷弯试件。All re-bars shall be stored by brand, heat number， specification separately. At the same time， one group of sample (2 pieces) every 60t o