总体设计说明(中英文对照)

1、目录Con te nts第一部分文字说明Part One Character Descriptio n第一章建筑设计说明Chapter 1Architectural Desig n Descripti on第二早结构设计说明Chapter 2Structural Desig n Descriptio nATy -_* 第二早给排水设计说明Chapter 3Mecha ni cal Desig n Descripti on第四章电气设计说明Chapter 4Electrical Desig n Descripti onAtV 第五早采暖通风设计说明Chapter 5HVAC Design Des

2、cription第八早节能设计说明Chapter 6En ergy Saving Desig n Descripti on第七章环境保护Chapter 7En vir onment Protecti on第八章消防设计专篇Chapter 8SpecialDesig nDescriptio nfor FireFight ingProtectio n第九章劳动安全卫生Chapter 9Labor Safety &San itati on第二部分扩初设计图纸Part Two Prelimi nary Desig n Draw ings建筑 Architecture结构 Structure给排

3、水 Mecha nical电气 Electric暖通 HVAC第一章建筑设计说明Chapter 1 Architectural Desig n Descripti on一、设计依据 Design Criteria1、 政府审批的xxxxxxx有限公司建设食品研发中心项目建议书的批复，上海市浦东新区 人民政府文件xxxxx号2、XXXXXXX品有限公司建设食品研发中心新建项目的环评报告批复，上海市浦东新区环境保护局-沪环xxxxxx。3、业主提供的建筑技术说明。Buildi ng Tech ni cal Specificati on provided by Pillsbury (Ch ina)

4、Corp., Ltd.4、 工业企业总平面设计规范(GB50187-93<Desig n Code of In dustrial Corporatio n Site Pla nning>( GB50187-935、建筑设计防火规范(GB50016-2006<Code of Desig n on Buildi ng Fire Protectio n and Preve ntion> (GB50016-2006)&国家省市有关规范规定Releva nt Nati onal and Local Regulati ons7、业主提供的一期工程竣工图As built dr

5、aw ings of Phase I provided by the Proprietor.8、现行工程建设国家和上海市有关建筑设计规范和标准。Curre nt State and Shan ghai ArchitecturalDesig n Code and Stan dard of Con struct ionIn Force.二、设计原贝U Design Principles1、认真执行国家经济建设方针、政策和现行的技术标准、规范，遵守国家法律、法规。The Desig n Work Will Be Rigidly In Co nformity With the State Econ o

6、mic Guideli nes.Policies,Current Technical Standards and Abide By the State Laws and Regulations.2、贯彻有关部门对本项目的批文和要求。Approvals and Requirements From the Government RelatingDepartments Will BeImpleme nted During the Desig n Process.3、充分考虑工程设计中消防、环境保护、劳动安全卫生和生活福利。Fire Fighti ng, En vir onment Protectio

7、 n, Labor Safety &San itati on and Work WelfareWill Be Fully Take n In to Con siderati on During Project Desig n.4、结合发展规划，因地制宜，优化环境、绿化，使之符合绿色工厂的要求。Take Proper ActionsIn Accordanee With the Local Conditions,Combining theDevelopme nt Pla nning, To Optimize the En vir onment and Fin ally En sure th

8、e Desig nReaches Up To the Requireme nts Of A En viro nmen tally-frie ndly Factory.三、设计范围与分工Design Work Scope1、投资方负责该项目的工艺设备、生产布局的设计及造型。InvestorShoulders the Responsibilityof Design and Modeling Of the ProcessEquipme nts And Producti on Arran geme nts2、本公司承担厂区内总图、建筑、结构、构筑物、道路、以及相应的公用工程的设计。Desig n In

9、 stitute Un dertakes the Work In cludi ng Gen eral Layout Of The Pla nt Area,Architecture, Structure, Structures, Roads, and Other Relati ng Public Facilities四、工程概况Project OutlineXXXXXX食品有限公司建设食品研发中心新建项目位于上海市浦东新区XXXXXX食品有限公司现有厂区的东北部。X五、总平面布置 Site Ge neral Layout1、基础资料 Basic Information(1) .气象资料 Mete

10、orology Data冬季平均风速：3.1m/sAverage Wind Speed In Winter: 3.1m/s夏季平均风速：3.2m/sAverage Wind Speed In Summer: 3.2m/s冬季主导风向：东北向Mai n Direction Of The Wind In Win ter: Northeast夏季主导风向：东南向Mai n Direction of the Wind in summer: Southeast冬季室外大气压力：1025.1kPaOutside Air Pressure In Win ter: 1025.1kPa夏季室外大气压力：1005

11、.3kPaOutside Air Pressure In Summer: 1005.3kPa上海市冻结深度：0.08mFrozen Depth In Shanghai : 0.08M地形图 Topographic Mapping地形图编制单位：上海市测绘院Compiled By: Shan ghai Survey ing In stitute编号： 20120214065Number: 20120214065坐标：上海市平面直角坐标系Coord in ates: Recta ngular Pla ne Coord in ate System, Sha nghai高程：上海市吴淞高程系统Elev

12、ati on: Wus ong Elevati on System of, Shan ghai2、设计原则Desig n Prin ciples(1)服从城市总体规划要求，符合国家现行的法律，法规及条文。Comply With City General PlanningRequirements And State Current Laws AndRegulati ons.(2) 满足消防、安全、环保、卫生、绿化等规范要求。Meet The Requireme nts Of Fire-fighti ng. Security, En vir onmen tai Protectio n AndLan

13、 dscap ing.(3) 满足工艺流程通顺、合理、物流路线短捷方便。Process Line Shall be cohere nt, reas on able and logistic distributi on lines are brief and convenien t.3.厂区建（构）筑物一览表 Table Of All The Buildings In Site报建建筑Buildi ngs Applyi ngForCon struct ion编号Number名称Descripti on建筑 面积TotalFloorAreas耐火等 级Fire Protect ionRati ng

14、生产火灾危 险性分类Fire Hazard Classifica tio n For Productio n占地面 积Footpr intAreas层数Stories檐高（m Heig ht备 注Notes06产业研发 中心一期R&D Cen tre Phase I Project7473 .352m二级Class 2民用Civil Purpose1672.020 m23.85m07配电房Power Distribut ion Room77.726 m二级Class 2丁类Class D70.002m15.90m4、依据业主的要求及产品类型，研发中心按多层民用建筑进行设计，耐火等级二级

15、。Accordi ng To The Requireme nts and Products Types, The Food R&D Cen tre Is Desig ned ToBe In Complia nee With Multi-storey Civil Architecture Specificati ons. And FireResista nee Rati ng Is Class II.5、流线组织Tran sportati on Flow Linexxxxxx食品有限公司食品研发中心位于现有厂区东北部， 总平面规划在流线组织方面对人员流 线和货物流线进行了有效分隔，以保障

16、人员安全和提高运行效率。人员流线由现有厂区南侧的主 入口进入，沿着厂区南侧和东侧的道路抵达研发中心人员入口。 货物流线由厂区南侧的主入口进 入，沿着 厂区西侧和中部的道路抵达研发中心货物入口。6、绿地布置Landscape绿化具有调节空气，美化环境的作用，绿色植物及其构成的群体以其非凡的功能保护大自然的生 态平衡。Lan dscape can adjust atmosphere and beautify the en vir onment. Gree n pla nts as well asthe whole system can protect the bala nee of ecology

17、 of the n ature sig nifica ntly.绿色植物有吸收有害气体，释放新鲜空气的功能，同时还具有减弱噪声、防火防灾、杀菌等功能, 因此我国在城市总体规划时把城市中工厂的绿化提高到非常重要的地位。Green plants can absorb harmful gas and release fresh air. At the same time, they candecrease no ise, preve nt fire and sterilize as well. So the Ian dscape for the in dustrylocated in the cit

18、y has bee n in creased to an importa nt status in city gen eral pla nningin Chi na.根据本厂的性质及业主的要求，在绿化布置设计中，在厂区南面沿工业区内部街坊道路设置大块 集中绿地，绿化设计采用灌木、花卉加草皮的常规设计手法，道路两侧种植常绿开花灌木，同时 辅以草皮、花卉。场地边角空地以草皮和花卉为主，绿地率达20.1%,体现了现代化工厂的格局。According to the characteristic of the factory and the requirements from the customer,

19、 in the desig n of Ian dscap ing layout, there is a collectively large area of gree n landalong the internal road of the in dustrial park and in the south of the site. Lan dscapeoods entrance of the Food R&D centre.desig n in this project adopts frutex, flowers and gree nsward. Evergree n frutex

20、 will be pla nted on both sides of the road and so are the gree nsward and flowers. Lan dscap ingratio reaches 20.1% of the gross site area, which could represe nts the moder n factorystyle with very n ice Ian dscap ing厂区四周设置围墙，沿围墙设置绿化带，如此可以防止外界空气对工厂的污染，降低噪声。厂内道路两侧尽可能加强绿化，不但可以净化空气，同时还能起到改善厂貌的效果。Ther

21、e are fen ces and gree nbelts around the land plot. They can help to preve nt thepollution from outer atmosphere and decrease the noise. In the site, greenbeltsshouldbe pla nted as much as possible along the roads which can not only purify the air butalso improve the image of the factory as well.7、竖

22、向设计 Vertical design本次设计为食品研发中心新建工程，室外场地和道路都为现有，标高没有改变，因此新建研发中 心±).000标高与现有厂房相同。The desig n focuses on the n ewly-built Food R&D cen tre, and the outdoor site and roadsare existi ng ones and there isn't any cha nges on the elevatio n. Therefore, elevati on±).000 of the n ewly-built

23、Food R&D centre is the same as that of the existi ng factory.8 交通组织 Transportation本次新建工程利用原有厂区内部道路出入口，交通顺畅。The n ewly-built Food R&D centre uses entran ces of the existi ng roads of the pla nt andwhich are smoothly for tran sportati on本次新建工程采用现有道路已经能够满足交通、消防要求，未增加新道路。原有道路为一环型混 凝土道路，道路最小宽度为7.

24、5m。这一环型道路系统充分满足了厂区内部交通要求，同时也满足了消防环路的要求。The newly-builtFood R&D centre adopting the existing road has already meets therequirements of transportationand fire fighting,so no new road is added. The existingroad is a ring like concrete road and the minimumwidth is 7.5m. The circular road system has

25、fully meets the internal requireme nt of the factory, and at the same time, it also meets the requireme nt for circular fire fighti ng road.四、单体设计In dividual Build ing Desig n1、平面设计Plan Design食品研发为生产配套建筑，研发中心为五层钢筋混凝土框架结构，建筑面积7473.35m2. 层层高 5.5米，二至五层层高各为4.25米，室内外高差为0.45米，建筑总高度23.85米。人员主入口 在研发中心南侧，货物入

26、口在研发中心北侧，人流物流进行了有效分离。研发中心研发功能在平 面布局上有充分体现。The Food R&D Cen tre is a buildi ng with five-storey rei nforced con crete structure and2covers 7473.35m ; height of the first floor is 5.5m and the other four is 4.25m, heightdiffere nee betwee n in terior and outdoor is 0.45m and the total height of th

27、e buildi ngis 23.85 m. Personnel main entrance lies on the south side of the centre while the goods main entrance is on the n orth side thus the two are efficie ntly separated. Fun eti onsof the Food R&D centre are sufficie ntly embodied in the pla n layout.2、立面设计 Elevation Design食品研发中心立面设计通过简洁明

28、快的体型组合，富于现代感的银灰色铝板外墙材料，使整体效果轻盈别致，反映了现代建筑的时代气息。Elevati on desig n of the Food R&D centre takes simple and lively comb in ati ons of formsand modern style silver-grey aluminum plates as the exterior wall thus the whole building looks lithe and unconven ti onal mea nwhile it shows a kind of time fl

29、avor.fire-fighti ng vehicles to go through and it fully reaches up to the requireme nts forfire preve nti on.变电站：(干式变压器)二级耐火等级设计，一个防火分区。建筑防火分区面积及安全疏散距离 均满足防火规范的要求。变电站与厂区内食品研发中心建筑物间距11.08m.均满足防火规范要求.Substati on: (Dry-type tran sformer) Fire resista nee is desig ned to be class II, with one fire compa

30、rtme nt. The fire compartme nt coveri ng area and the evacuati on dista nee both meet the requirements of fire prevention code. Distanee between the substation and Food R&D centre is 11.08m which reaches up to the fire fight ing requireme nts.3、消防设计 Fire Fighting Design食品研发中心按二级耐火等级设计，建筑防火分区面积及安

31、全疏散距离均满足防火规范的要求。 研发中心与厂区内其它建筑物间距均满足防火规范要求， 并设置环状消防道路以确保消防车辆畅通阻，充分满足消防的需要Dista nee betwee n Food R&Dcentre which is of Class II fire resista nt within the plant area are qualified to the fire eontrol regulations. ring-likeroad around the Food R&D centre that ensures the五、主要经济技术指标and other bui

32、ldingsMain Econo mical In dexThere is an existing总用地面积：La nd Plot area32367m2smoothness for the总建筑面积：Gross buildi ng area20674.22m243.09%0.9420.1%20建筑密度:Con structi on coverage容积率：Plot ratio绿地率:Gree n area ratio机动车位:Car parkingcategoryof these第二章结构设计说明Chapter 2 Structural Desig n Descripti on一、设计依据D

33、esig n Criteria混凝土结构设计规范(GB5OO1O-2O10<Code for Desig n of Con crete Structures ( GB50010-2010建筑结构荷载规范(GB50009-2012vLoad Code for the Desig n of Buildi ng Structures(GB50009-2012)建筑抗震设计规范(GB50011-2010<Code for Seismic Desig n of Structures>(GB50011-2010砌体结构设计规范(GB50003-2011<Code for Desig

34、 n of Masonry Structures>(GB50003-2011建筑地基基础设计规范(GB50007-2011<Code for Desig n of Buildi ng Foun dati on>(GB50007-2011建筑桩基技术规范(JGJ94-2008)<Tech ni cal Code for Buildi ng Pile Foun dati ons>(JGJ 94-2008)钢结构设计规范(GB50017-2003<Code for Desig n of Steel Structures>(GB50017-2003混凝土小型空

35、心砌块建筑技术规范(JGJ/T 14-2011)vTechnical Code for Design of Concrete Hollow Block Structures> ( JGJ/T14-2011)工程地质勘察报告11-2-39 由xxxxxx有限公司提供vGeotech ni cal Inv estigati on Report>11-2-39 Provide byxxxxxx In stitute11、业主提供的一期工程竣工图As built draw ings of the Phase I provided by the Customer.二、 建筑分类等级 Cate

36、gories of Buildings仁 建筑物安全等级为二级，建筑结构设计使用年限：50年The safety category of the build ing is Class II and the expire spa n of the structure is desig ned to be 50 years.2. 地基基础设计等级为丙级，地基基础安全等级为二级。The foundation design category is Class III, and the foundation safety is Class II3. 建筑抗震设防类别：丙类An ti-seismic in

37、ten sity of the buildi ng is listed as the followi ng:HI建筑物重要性系数为1.0 ;建筑物安全等级为二级，钢结构抗震等级为四级。The importanee factor of these buildings is 1.0. And the safety class build ings is Class II. The an ti-seismic inten sity of the steel structure is Class D.钢筋混凝土结构抗震等级为二级。An ti-seismic grade of the rei nforc

38、ed con crete structure is Class B.地下室防水等级：无地下室Baseme nt waterproof category: no baseme nt.三设计荷载标准值Characteristic Value of Desig n Load1 产业研发中心 R&D centre礼堂活何载：3.0 KN/M2Auditorium Live Load:3.0 KN/M2头验至活荷载：5.0 KN/M2Pilot Room Live Load:5.0 KN/M2贮藏室活荷载：5.0 KN/M2Storage Room Live Load:5.0KN/M2餐厅活何载

39、：2.5KN/M2Refectory Live Load2.5 KN/M2楼梯活荷载：3.5 KN/M2Stairs Live Load:3.5 KN/M2电梯房活何载：7.0 KN/M2Elevator Equipme nt RoomLive Load 7.0 KN/M2空调机房活何载：7.0 KN/M2Air Con ditio ning Facility Room Live Load: 7.0 KN/M24、基本风压：0.55KN/M2Basic Wind Pressure:0.55KN/M2地面粗糙度：B类Floor rough ness degree:Class B5、基本雪压：0.

40、20KN/M2Basic Snow Load:0.20KN/M6 地震作用：Earthquake actio n地震烈度7度，设计地震分组为第一组，设计基本地震加速度值为0.10g，场地类别上海IV类，场地特征周期0.90s，结构阻尼比5%地震影响系数0.08。The seismic intensity is seven degrees, the earthquake is classified as Group one and the basic earthquake acceleration is 0.10g in the design. The soil in site is Class

41、 four in Shan ghai, the feature cycle of site is 0.90s, thestructural damp ing ratio as 5% and the earthquake in flue nee coefficie nt is0.08.四、上部结构设计 Design of upper structure1、上部选型及结构布置说明Upper lectotype and structure layout brief本工程食品研发中心采用钢筋混凝土框架结构，配电站采用钢筋混凝土框架结构。建筑物长宽均小于55m不设置后浇带或者伸缩缝。Rein force

42、d con crete frame structure is applied to the Food R&D centre and the power distribution room. Minimumlength and width of the building are both less than 55m.No late poured band or expa nsion joints are to be set.2上部结构中局部柱网尺寸为19mx16.5m该部分采用井字梁楼面体系，井字梁尺寸为350x1000mm边梁高度为400X1200mn井字梁间距约为2000mmColu

43、 mn net of the upper structure is 19mX16.5m and it takes beam cross floor system with dime nsion 350x1000mm, and height of the side beam is 400X1200mm, dista nee of the cross beams is 2000mm.、五. 地基基础设计Foun dati on desig n1、基础选型说明Deseripti on of foun dati on type本工程食品研发中心采用桩基础。配电站为单层建筑，荷载较小，其基础选用天然基础

44、，持力层为2层灰黄色粉质粘土层，地基承载力特征值为85KPa.Piles foundation is applied in this Food R&CCentre while the substation adopts natural foundation because of its smaller load. Load-bearing stratum is 2 clay bed and the foun dati on load-beari ng characteristic value is 85Kpa.2、桩基础说明Descripti ons of pile foun dati

45、 on.本工程食品研发中心楼采用预应力空心管桩基础PHS-A500(100)-18，桩边长为500mm桩长18m单桩承载力设计值约为840KN桩基持力层为5-2层灰色粉砂。Pre-stresshollow pipe piles foun dation PHS-A500 (100)-18 is adopted in this Food R&Dcentre. Side length of the piles are 500mmand pipe length is 18mwith, singlepile beari ng capacity desig n value is 840kN .Th

46、e beari ng stratum is 5-2 greysilty sand 。六、结构分析Structural An alysis1、 结构软件：采用中国建筑科学研究院研发的PKPM-PMCADSATWE JCCAD ST® 软件进行结构分析，恒荷载与活荷载分开计算，考虑活荷最不利组合，模拟施工加载3, 考虑偶然偏心的影响进行分析。Structuralanalysis will be completed with software PKPM-PMCADATWEJCCADSTS> series developed by China Academy of Building R

47、esearch. Loading case of dead load and live load will be calculated independently,and the most criticalloadi ng comb in ati on case should be con sidered in the structural an alysis. The simulation load of construction mode No.3 and eccentric impact will be chosen in the structural an alysis.2、结构分析所

48、采用的计算模型，边界条件，结构主要分析输入的主要参数The computation model adopting for structuralanalysis, perimeter conditions,main parameters in put for structural an alysis:设计主要依据：Ma in Desig n Criteria建筑结构荷载规范(GB 50009-2012);vLoad Code for the Desig n of Buildi ng Structures(GB50009-2012) 建筑抗震设计规范(GB 50011-2010);<Code

49、 for Seismic Desig n of Structures(GB50011-2010钢结构设计规范(GB 50017-2003);<Code for Desig n of Steel Structures(GB50017-2003主要计算参数：Main desig n parameters:结构材料信息：钢砼结构Structural material in formatio nRei nforced con crete structure混凝土容重（kN/m3）:Gc = 27.0Bulk den sity of the con creteGc = 27.0竖向何载计算信息：按

50、模拟施工3加荷计算Vertical loadi ng in formatio n Calculatio n based on simulati ng con structi on 3load ing风荷载计算信息：计算X,Y两个方向的风荷载Wind loadingcalculationinformationCalculate the wind loadings on X,Ydirecti ons地震力计算信息：计算X,Y两个方向的地震力Seismic force calculati on in formatio n Calculate the seismic forces on X,Ydire

51、cti ons规定水平力”计算方法：楼层剪力差方法(规范方法)Calculatio n method for "authorized horiz on tal pressure” sheari ng differe nee(Code method)结构类别：框架结构Structure CategoryFrame structure采用的楼层刚度算法层间剪力比层间位移算法Calculatio n of the storey rigidity In ter-storey shear force/ I nter-storeydisplaceme nt结构所在地区上海Locati onSha

52、n ghai地震信息Seismic in formatio n振型组合方法(CQC耦联;SRSS非耦联)CQCModal comb in ation method (CQC coupli ng; SRSS un coupli ng) CQC计算振型数：NMODE= 18Modal nu mberNMODE= 18地震烈度：NAF = 7.00Seismic inten sity：NAF = 7.00场地类别：Site category设计地震分组：Desig ning seismic group:特征周期Characteristic period多遇地震影响系数最大值KD =IVKD =IV一

53、组one groupTG = 0.90TG = 0.90Rmax1 = 0.08活荷载信息 Live load in formatio n考虑活荷不利布置的层数从第1到6层Storey of unfav orable live-load distributi on: from 1柱、墙活荷载是否折减不折算Live-load deduct ion of the colu mns and walls: No传到基础的活荷载是否折减不折算st ,-to 6thMax rare earthquake effect coefficie nt Rmax2 = 0.45框架的抗震等级：NF =2An ti-

54、earthquake grade of the framework: NF =2活荷重力荷载代表值组合系数：RMC = 0.50Comb ined coefficie nt of live load and represe ntative value of gravity load:RMC = 0.50周期折减系数：TC = 0.70Periodical deducti on factorTC = 0.70是否考虑偶然偏心：是是否考虑双向地震扭转效应是RWO = 1.00Max freque nt earthquake effect coefficie nt Rmax1 = 0.08罕遇地震影

55、响系数最大值Rmax2 = 0.45Live-load deduct ion delivered to the foun datio n: No 配筋信息Rein forced bars distributi on in formati on梁箍筋强度(N/mm2):JB = 360In te nsity of the beam stirrups (N/mm2): JB =360柱箍筋强度(N/mm2):JC = 360Inten sity of the stirrups (N/mm2)JC = 360设计信息Desig n in formatio n结构重要性系数：Coefficie nt of the structural importa nee: RWO = 1.00柱计算长度计算原则：有侧移Calculated colu mns and calculati on prin ciples: Side displaceme nt柱配筋计算原则：按单偏压并勾选角柱计算Prin ciples for colu mn stirrups:Un symmetrical pressure calculati onmethod梁保护层厚度(mm):BCB = 25.00Thick ness of beam