目录Con te nts
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 1
Architectural Desig n Descripti on
第二早
结构设计说明
Chapter 2
Structural Desig n Descriptio n
ATy -_* 第二早
给排水设计说明
Chapter 3
Mecha ni cal Desig n Descripti on
第四章
电气设计说明
Chapter 4
Electrical Desig n Descripti on
AtV 第五早
采暖通风设计说明
Chapter 5
HVAC Design Description
第八早
节能设计说明
Chapter 6
En ergy Saving Desig n Descripti on
第七章
环境保护
Chapter 7
En vir onment Protecti on
第八章
消防设计专篇
Chapter 8
Special
Desig n
Descriptio n
for Fire
Fight ing
Protectio n
第九章
劳动安全卫生
Chapter 9
Labor 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 Criteria
1、 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) 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>
( GB50187-93
5、
《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 ons
7、
业主提供的一期工程竣工图
As built draw 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 Architectural
Desig n Code and Stan dard of Con struct ion
In Force.
二、
设计原贝U Design Principles
1、
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 omic 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 Relating
Departments Will Be
Impleme 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 n, Labor Safety &San itati on and Work Welfare
Will 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 Actions
In Accordanee With the Local Conditions,
Combining the
Developme nt Pla nning, To Optimize the En vir onment and Fin ally En sure the Desig n
Reaches Up To the Requireme nts Of A En viro nmen tally-frie ndly Factory.
三、
设计范围与分工Design Work Scope
1、投资方负责该项目的工艺设备、生产布局的设计及造型。
Investor
Shoulders the Responsibility
of Design and Modeling Of the Process
Equipme nts And Producti on Arran geme nts
2、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 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 Outline
XXXXXX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 Layout
1、基础资料 Basic Information
.气象资料 Meteorology Data
冬季平均风速：3.1m/s
Average Wind Speed In Winter: 3.1m/s
夏季平均风速：3.2m/s
Average 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：1025.1kPa
Outside Air Pressure In Win ter: 1025.1kPa
夏季室外大气压力：1005.3kPa
Outside Air Pressure In Summer: 1005.3kPa
上海市冻结深度：0.08m
Frozen Depth In Shanghai : 0.08M
⑵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： 20120214065
Number: 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
Elevati on: Wus ong Elevati on System of, Shan ghai
2、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 Planning
Requirements And State Current Laws And
Regulati ons.
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 And
Lan dscap ing.
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 ng
For
Con struct ion
编
号
Numb
er
名称
Descripti on
建筑 面积
Total
Floor
Areas
耐火等 级
Fire Protect ion
Rati ng
生产火灾危 险性分类
Fire Hazard Classifica tio n For Productio n
占地面 积
Footpr int
Areas
层数
Stori
es
檐高
（m Heig ht
备 注
Not
es
06
产业研发 中心一期
R&D Cen tre Phase I Project
7473 .35
2
m
二级
Class 2
民用
Civil Purpose
1672.0
2
0 m
23.8
5m
07
配电房
Power Distribut ion Room
77.7
2
6 m
二级
Class 2
丁类
Class D
70.00
2
m
1
5.90
m
4、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。
Accordi ng To The Requireme nts and Products Types, The Food R&D Cen tre Is Desig ned To
Be In Complia nee With Multi-storey Civil Architecture Specificati ons. And Fire
Resista nee Rati ng Is Class II.
5、流线组织
Tran sportati on Flow Line
xxxxxx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 as
the whole system can protect the bala nee of ecology 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 can
decrease no ise, preve nt fire and sterilize as well. So the Ian dscape for the in dustry
located in the city has bee n in creased to an importa nt status in city gen eral pla nning
in 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, in the desig n of Ian dscap ing layout, there is a collectively large area of gree n land
along the internal road of the in dustrial park and in the south of the site. Lan dscape
oods entrance of the Food R&D centre.
desig n in this project adopts frutex, flowers and gree nsward. Evergree n frutex will be pla nted on both sides of the road and so are the gree nsward and flowers. Lan dscap ing
ratio reaches 20.1% of the gross site area, which could represe nts the moder n factory
style 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。
There are fen ces and gree nbelts around the land plot. They can help to preve nt the
pollution from outer atmosphere and decrease the noise. In the site, greenbelts
should
be pla nted as much as possible along the roads which can not only purify the air but
also improve the image of the factory as well.
7、竖向设计 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 roads
are existi ng ones and there isn't any cha nges on the elevatio n. Therefore, elevati on
±).000 of the n ewly-built 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 and
which 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
7.5m。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-built
Food R&D centre adopting the existing road has already meets the
requirements of transportation
and fire fighting,
so no new road is added. The existing
road is a ring like concrete road and the minimumwidth is 7.5m. The circular road system has 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 n
1、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 and
2
covers 7473.35m ; height of the first floor is 5.5m and the other four is 4.25m, height
differe nee betwee n in terior and outdoor is 0.45m and the total height of the buildi ng
is 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 ons
of 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 forms
and 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 flavor.
fire-fighti ng vehicles to go through and it fully reaches up to the requireme nts for
fire 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 compartme 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-like
road around the Food R&D centre that ensures the
五、主要经济技术指标
and other buildings
Main Econo mical In dex
There is an existing
总用地面积：La nd Plot area
32367m2
smoothness for the
总建筑面积：
Gross buildi ng area
20674.22m2
43.09%
43.09%
0.94
20.1%
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 parking
categoryof these
category
of these
第二章结构设计说明
Chapter 2 Structural Desig n Descripti on
一、
设计依据
Desig 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》
(GB50009-2012
vLoad 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 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
《混凝土小型空心砌块建筑技术规范》
(JGJ/T 14-2011)
vTechnical Code for Design of Concrete Hollow Block Structures> ( JGJ/T
14-2011)
《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 stitute
11、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 Categories 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.
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 II
建筑抗震设防类别：丙类
An ti-seismic inten 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 nforced 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 Load
1 产业研发中心 R&D centre
礼堂活何载：
3.0 KN/M
2
Auditorium Live Load:
3.0 KN/M
2
头验至活荷载：
5.0 KN/M
2
Pilot Room Live Load:
5.0 KN/M
2
贮藏室活荷载：
5.0 KN/M
2
Storage Room Live Load:
5.0KN/M
2
餐厅活何载：
2.5KN/M
2
Refectory Live Load
2.5 KN/M
2
楼梯活荷载：
3.5 KN/M
2
Stairs Live Load:
3.5 KN/M
2
电梯房活何载：
7.0 KN/M
2
Elevator Equipme nt Room
Live Load 7.0 KN/M
2
空调机房活何载：
7.0 KN/M
2
Air Con ditio ning Facility Room Live Load: 7.0 KN/M
2
4、基本风压：
0.55KN/M
2
Basic Wind Pressure:
0.55KN/M
2
地面粗糙度：
B
类
Floor rough ness degree:
Class B
5、基本雪压：
0.20KN/M
2
Basic Snow Load:
0.20KN/M
6 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 four in Shan ghai, the feature cycle of site is 0.90s, the
structural damp ing ratio as 5% and the earthquake in flue nee coefficie nt is
0.08.
四、上部结构设计 Design of upper structure
1、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 forced 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2000mm
Colu 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.
、
地基基础设计
Foun dati on desig n
1、
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，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 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-stress
hollow pipe piles foun dation PHS-A500 (100)-18 is adopted in this Food R&D
centre. Side length of the piles are 500mmand pipe length is 18mwith, single
pile beari ng capacity desig n value is 840kN .The beari ng stratum is 5-2 grey
silty sand 。
六、结构分析
Structural An alysis
1、 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
考虑偶然偏心的影响进行分析。
Structural
analysis will be completed with software 《PKPM-PMCADATWEJCCAD
STS> series developed by China Academy of Building Research. Loading case of dead load and live load will be calculated independently,
and the most critical
loadi 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 structural
analysis, 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 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 n
Rei nforced con crete structure
混凝土容重（kN/m3）:
Gc = 27.0
Bulk den sity of the con crete
Gc = 27.0
竖向何载计算信息：
按模拟施工3加荷计算
Vertical loadi ng in formatio n Calculatio n based on simulati ng con structi on 3
load ing
风荷载计算信息：
计算X,Y两个方向的风荷载
Wind loading
calculation
information
Calculate the wind loadings on X,Y
directi 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,Y
directi 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 Category
Frame 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-storey
displaceme nt
结构所在地区
上海
Locati on
Shan ghai
地震信息
Seismic in formatio n
振型组合方法(CQC耦联;SRSS非耦联)
CQC
Modal comb in ation method (CQC coupli ng; SRSS un coupli ng) CQC
计算振型数：
NMODE= 18
Modal nu mber
NMODE= 18
地震烈度：
NAF = 7.00
Seismic 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 =IV
KD =IV
一组
one group
TG = 0.90
TG = 0.90
Rmax1 = 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 6
th
Max rare earthquake effect coefficie nt Rmax2 = 0.45框架的抗震等级
Max rare earthquake effect coefficie nt Rmax2 = 0.45
框架的抗震等级：
NF =
2
An ti-earthquake grade of the framework: NF =
2
活荷重力荷载代表值组合系数：
RMC = 0.50
Comb ined coefficie nt of live load and represe ntative value of gravity load:
RMC = 0.50
周期折减系数：
TC = 0.70
Periodical deducti on factor
TC = 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 = 1.00
Max freque nt earthquake effect coefficie nt Rmax1 = 0.08
罕遇地震影响系数最大值
Rmax2 = 0.45
Live-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 = 360
In te nsity of the beam stirrups (N/mm2): JB =
360
柱箍筋强度(N/mm2):
JC = 360
Inten 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 on
method
梁保护层厚度(mm):
BCB = 25.00
Thick ness of beam protecti on
BCB = 25.00
柱保护层厚度(mm):
ACA = 30.00
Thick ness of colu mn protecti on ACA = 30.00
荷载组合信息
Load ing comb in atio ns in formati on
恒载分项系数：
CDEAD= 1.20
Dead load sube ntry coefficie nt CDEAD= 1.20
活载分项系数：
CLIVE= 1.40
Live load sube ntry coefficie nt
CLIVE= 1.40
风荷载分项系数：
CWIND= 1.40
Wind load sube ntry coefficie nt
CWIND= 1.40
水平地震力分项系数：
CEA_H= 1.30
Horiz on tal seismic force sube ntry coefficie nt CEA_H= 1.30
竖向地震力分项系数：
CEA_V= 0.50
Vertical seismic force sube ntry coefficie nt CEA_V= 0.50
特殊荷载分项系数：
CSPY = 0.00
Special load sube ntry coefficie nt
CSPY = 0.00
活荷载的组合值系数：
CD_L = 0.70
Coefficie nt of the live load comb ined value CD_L = 0.70
风荷载的组合值系数：
CD_W = 0.60
Coefficie nt of the wind load combi ned value CD_W = 0.60
活荷载的重力荷载代表值系数： CEA_L = 0.50
Gravity load represe ntative value of the live load CEA_L = 0.50
3、主要结构分析计算结果：
Main structures an alysis &calculati on results:
3.1结构自振周期计算：
Calculatio n of structural vibrati on period
考虑扭转耦联时的振动周期(秒)、X,Y方向的平动系数、扭转系数
Vibratio n period (Rotati ng torsi on in cluded ) (s) X,Y tran slati on, tors ion coefficie nt
振型号 周期 转角
平动系数(X+Y)
扭转系数
Vibratio n type Period Rotati ng an gle Tran slati on coefficie nt(X=Y) Torsio n
coefficie nt
19
0.0226
176.39
0.99 ( 0.99+0.00 )
0.01
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1
0.9147
2.03
0.91 ( 0.91+0.00 )
0.09
20
0.0224
85.77
0.99 ( 0.01+0.98 )
0.01
0.8793
93.15
1.00 ( 0.00+0.99 )
0.00
21
0.0213
125.44
0.02 ( 0.01+0.01 )
0.98
0.8108
179.42
0.15 ( 0.12+0.03 )
0.85
地震作用最大的方向=-0.014 （
度）
0.3268
31.96
0.76 ( 0.55+0.21 )
0.24
Max direct ion of the earthquake acti on= -0.014 (degree)
0.3086
120.56
0.96 ( 0.25+0.71 )
0.04
3.2 结构位移及位移比计算：
0.2838
20.46
0.31 ( 0.26+0.05 )
0.69
Calculatio n of structural drift and drift rati on:
0.2447
102.74
0.88 ( 0.05+0.83 )
0.12
===工况1 === X 方向地震作用下的楼层最大位移
0.2424
16.86
0.89 ( 0.80+0.09 )
0.11
===工况 1 === X directi on: max storey drift un der seismic force
0.2307
130.15
0.20 ( 0.08+0.11 )
0.80
X方向最大层间位移角：
1/ 621.（
第2层第1塔）
0.1889
68.75
0.47 ( 0.06+0.41 )
0.53
X direct ion: max drift an gle
1/ 621.(Sec ond storey the1st tower)
0.1697
168.07
0.95 ( 0.91+0.04 )
0.05
X方向最大位移与层平均位移的比值：
1.17（
第2层第1塔）
0.1555
79.80
0.53 ( 0.02+0.52 )
0.47
X direct ion: ratio of max drift and average storey drift 1.17(Sec ond storey
0.1238
88.63
0.57 ( 0.00+0.56 )
0.43
the1st tower)
0.1203
177.25
0.99 ( 0.99+0.00 )
0.01
X方向最大层间位移与平均层间位移的比值：1.25（第7层第1 塔）
0.1082
86.80
0.43 ( 0.00+0.43 )
0.57
X direct ion: ratio of max In ter-storey drift and average In ter-storey drift
0.0861
0.49
0.99 ( 0.99+0.00 )
0.01
1.25(Seve nth storey the1st tower)
0.0838
91.38
0.97 ( 0.00+0.97 )
0.03
===工况2 === X 双向地震作用下的楼层最大位移
0.0807
5
