【正文】 ctural damping ratio as 5% and the earthquake influence coefficient is .四、上部結(jié)構(gòu)設(shè)計 Design of upper structure上部選型及結(jié)構(gòu)布置說明 Upper lectotype and structure layout brief本工程食品研發(fā)中心采用鋼筋混凝土框架結(jié)構(gòu)，配電站采用鋼筋混凝土框架結(jié)構(gòu)。D centre that ensures the smoothness for the firefighting vehicles to go through and it fully reaches up to the requirements for fire prevention.變電站：（干式變壓器）二級耐火等級設(shè)計，一個防火分區(qū)。D Centre is a building with fivestorey reinforced concrete structure and covers 。D centre uses entrances of the existing roads of the plant and which are smoothly for transportation 本次新建工程采用現(xiàn)有道路已經(jīng)能夠滿足交通、消防要求，未增加新道路。廠內(nèi)道路兩側(cè)盡可能加強綠化，不但可以凈化空氣，同時還能起到改善廠貌的效果。人員流線由現(xiàn)有廠區(qū)南側(cè)的主入口進入，沿著廠區(qū)南側(cè)和東側(cè)的道路抵達研發(fā)中心人員入口。Design Institute Undertakes the Work Including General Layout Of The Plant Area, Architecture, Structure, Structures, Roads, and Other Relating Public Facilities 四、工程概況Project OutlineXXXXXXX食品有限公司建設(shè)食品研發(fā)中心新建項目位于上海市浦東新區(qū)XXXXXXX食品有限公司現(xiàn)有廠區(qū)的東北部。Building Technical Specification provided by Pillsbury (China) Corp., Ltd. 《工業(yè)企業(yè)總平面設(shè)計規(guī)范》（GB5018793）Design Code of Industrial Corporation Site Planning （GB5018793）《建筑設(shè)計防火規(guī)范》（GB500162006）Code of Design on Building Fire Protection and Prevention (GB500162006)國家省市有關(guān)規(guī)范規(guī)定Relevant National and Local Regulations業(yè)主提供的一期工程竣工圖As built drawings of Phase I provided by the Proprietor.現(xiàn)行工程建設(shè)國家和上海市有關(guān)建筑設(shè)計規(guī)范和標準。Current State and Shanghai Architectural Design Code and Standard of Construction In Force.二、設(shè)計原則Design Principles認真執(zhí)行國家經(jīng)濟建設(shè)方針、政策和現(xiàn)行的技術(shù)標準、規(guī)范，遵守國家法律、法規(guī)。X五、總平面布置Site General Layout基礎(chǔ)資料 Basic Information (1).氣象資料Meteorology Data冬季平均風(fēng)速：Average Wind Speed In Winter: 夏季平均風(fēng)速：Average Wind Speed In Summer: 冬季主導(dǎo)風(fēng)向：東北向Main Direction Of The Wind In Winter: Northeast夏季主導(dǎo)風(fēng)向：東南向Main Direction of the Wind in summer: Southeast冬季室外大氣壓力：Outside Air Pressure In Winter: 夏季室外大氣壓力：Outside Air Pressure In Summer: 上海市凍結(jié)深度：Frozen Depth In Shanghai：(2)地形圖 Topographic Mapping地形圖編制單位：上海市測繪院Compiled By: Shanghai Surveying Institute編號： 20120214065Number: 20120214065坐標：上海市平面直角坐標系Coordinates: Rectangular Plane Coordinate System, Shanghai高程：上海市吳淞高程系統(tǒng)Elevation: Wusong Elevation System of, Shanghai設(shè)計原則Design Principles （1）服從城市總體規(guī)劃要求，符合國家現(xiàn)行的法律，法規(guī)及條文。貨物流線由廠區(qū)南側(cè)的主入口進入，沿著 廠區(qū)西側(cè)和中部的道路抵達研發(fā)中心貨物入口。There are fences and greenbelts around the land plot. They can help to prevent the pollution from outer atmosphere and decrease the noise. In the site, greenbelts should be planted as much as possible along the roads which can not only purify the air but also improve the image of the factory as well. 豎向設(shè)計 Vertical design 本次設(shè)計為食品研發(fā)中心新建工程，室外場地和道路都為現(xiàn)有，標高沒有改變，因此新建研發(fā)中心177。原有道路為一環(huán)型混凝土道路。 height of the first floor is and the other four is , height difference between interior and outdoor is and the total height of the building is m. Personnel main entrance lies on the south side of the centre while the goods main entrance is on the north side thus the two are efficiently separated. Functions of the Food Ramp。建筑防火分區(qū)面積及安全疏散距離均滿足防火規(guī)范的要求。建筑物長寬均小于55m，不設(shè)置后澆帶或者伸縮縫。六、結(jié)構(gòu)分析Structural Analysis結(jié)構(gòu)軟件：采用中國建筑科學(xué)研究院研發(fā)的《PKPMPMCAD，SATWE，JCCAD，STS》軟件進行結(jié)構(gòu)分析，恒荷載與活荷載分開計算，考慮活荷最不利組合，模擬施工加載3，考慮偶然偏心的影響進行分析。 Foundation and superstructure C30。In this project, water is supplied by municipal water pipe. Its diameter is DN200, and water pressure is . The water for domestic usage is provided by water tank and pump. Provided also by municipal supplier, the water in Fire Water Tank is firstly pressed through Pump house and then used for indoor and outdoor firefighting water. 工作人數(shù)350人，用水量50（L/人d），,工作時數(shù)8小時。其布置保證室內(nèi)任何一處均有2股水柱同時到達，水槍充實水柱不小于10m。室內(nèi)消火栓系統(tǒng)采用穩(wěn)高壓消防制，從消防水池。生活用水由室外一體化箱式泵站加壓供給。 SRSS uncoupling) CQC 計算振型數(shù): NMODE= 18Modal number NMODE= 18地震烈度: NAF = Seismic intensity: NAF = 場地類別: KD =IVSite category KD =IV 設(shè)計地震分組: 一組 Designing seismic group: one group 特征周期 TG = Characteristic period TG = 多遇地震影響系數(shù)最大值 Rmax1 = Max frequent earthquake effect coefficient Rmax1 = 罕遇地震影響系數(shù)最大值 Rmax2 = Max rare earthquake effect coefficient Rmax2 = 框架的抗震等級: NF = 2 Antiearthquake grade of the framework: NF = 2 活荷重力荷載代表值組合系數(shù): RMC = Combined coefficient of live load and representative value of gravity load: RMC = 周期折減系數(shù): TC = Periodical deduction factor TC = 是否考慮偶然偏心: 是 是否考慮雙向地震扭轉(zhuǎn)效應(yīng) 是活荷載信息 ..........................................Live load information考慮活荷不利布置的層數(shù) 從第 1 到6層 Storey of unfavorable liveload distribution: from 1st to 6th柱、墻活荷載是否折減 不折算 Liveload deduction of the columns and walls: No 傳到基礎(chǔ)的活荷載是否折減 不折算 Liveload deduction delivered to the foundation: No 配筋信息 ........................................Reinforced bars distribution information梁箍筋強度 (N/mm2): JB = 360Intensity of the beam stirrups (N/mm2): JB = 360柱箍筋強度 (N/mm2): JC = 360Intensity of the stirrups (N/mm2) JC = 360設(shè)計信息 ........................................Design information結(jié)構(gòu)重要性系數(shù): RWO = Coefficient of the structural importance: RWO = 柱計算長度計算原則: 有側(cè)移 Calculated columns and calculation principles: Side displacement 柱配筋計算原則: 按單偏壓并勾選角柱計算 Principles for column stirrups: Unsymmetrical pressure calculation method梁保護層厚度 (mm): BCB = Thickness of beam protect