关键词不能为空

当前您在： 主页 > 英语 >

ol什么意思总体设计说明 (中英文对照)

作者：高考题库网
来源：https://www.bjmy2z.cn/gaokao
2021-01-27 23:52
tags:

ol什么意思-好吃的东西

2021年1月27日发(作者：between是什么意思)


精品文档



目



录



Contents


第一部分



文字说明



Part One Character Description


Chapter 8


Special


Design


Description


for


Fire


Fighting


Protection


第九章



Chapter 9


劳动安全卫生



Labor Safety &Sanitation


第一章



Chapter 1


第二章



Chapter 2


第三章



Chapter 3


第四章



Chapter 4


第五章



Chapter 5


第六章



Chapter 6


第七章



Chapter 7


第八章



建筑设计说明



Architectural Design Description


结构设计说明



Structural Design Description


给排水设计说明



Mechanical Design Description


电气设计说明



Electrical Design Description


采暖通风设计说明



HVAC Design Description


节能设计说明



Energy Saving Design Description


环境保护



Environment Protection


消防设计专篇



第二部分



扩初设计图纸



Part Two Preliminary Design Drawings



建筑


Architecture



结构


Structure



给排水


Mechanical



电气


Electric



暖通


HVAC












欢迎下载


。




1



第一章



建筑设计说明



Chapter 1 Architectural Design Description


一、设计依据


Design Criteria


1


、政府审批的


XXXXXXXX

< br>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


食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

< br>xxxxxx


。



3


、业主提供的建筑技术说明。



Building Technical Specification provided by Pillsbury (China) Corp., Ltd.


4


、


《工业企业总平面设计规范》

< br>（


GB50187-93


）




（


GB50187-93< /p>


）



5


、


《建筑设计防火规范》


（


GB50016-2 006


）



(GB50016-2006)


6


、国家省市有关规范规定



Relevant National and Local Regulations


7


、业主提供的一期工程竣工图



As built drawings 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。



精品文档



Current


State


and


Shanghai


Architectural


Design


Code


and


Standard


of


Construction


In Force.


二、设计原则


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 Design Work Will Be Rigidly In Conformity With the State Economic Guidelines,


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


Implemented During the Design 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 Fighting, Environment Protection, Labor Safety &Sanitation and Work Welfare


Will Be Fully Taken Into Consideration During Project Design.


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


Accordance


With


the


Local


Conditions,


Combining


the


Development Planning, To Optimize the Environment and Finally Ensure the Design


Reaches Up To the Requirements Of A Environmentally-friendly Factory.


三、设计范围与分工


Design Work Scope < /p>


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


2


欢迎下载


。




Equipments And Production Arrangements


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。



Design Institute Undertakes the Work Including General Layout Of The Plant Area,


Architecture, Structure, Structures, Roads, and Other Relating Public Facilities


四、工程概况


Project Outline


XXXXXXX


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


XXXXXXX


食品有限公


司现有厂区 的东北部。



X


五、总平面布置


Site General Layout


1


、基础资料


Basic Information


(1).


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



Main Direction Of The Wind In Winter: Northeast


夏季主导风向：东南向



Main Direction of the Wind in summer: Southeast


冬季室外大气压力：


1025.1kPa


精品文档



Outside Air Pressure In Winter: 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


(2)


地形图


Topographic Mapping


地形图编制单位：上海市测绘院



Compiled By: Shanghai Surveying Institute


编号：


2


Number: 2


坐标：上海市平面直角坐标系



Coordinates: Rectangular Plane Coordinate System, Shanghai


高程：上海市吴淞高程系统



Elevation: Wusong Elevation System of, Shanghai


2


、设计原则



Design Principles


（

< br>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


Regulations.


3


欢迎下载


。




Current


Laws


And


（


2


）满足消防、安全、环保、卫生、绿化等规范要求。



Meet The Requirements Of Fire-fighting, Security, Environmental Protection And


Landscaping.


（


3< /p>


）满足工艺流程通顺、合理、物流路线短捷方便。



Process


Line


Shall


be


coherent,


reasonable


and


logistic


distribution


lines


are


brief


and convenient..


精品文档



4


欢迎下载


。




精品文档



3.


厂区建（构）筑物一览表


Table Of All The Buildings In Site



编



名



称



建筑


耐火 等


报建建筑



号



Descripti


面积



级



Buildings


Numb


on


Total


Fire


Applying


er


Floor


Protect


For


Areas


ion


Construct


Rating


ion




产业研发


7473


二级




中心一期



.35


Class 2


06


R&D


m


2


Centre


Phase I


Project


07


配电房



77.7


二级



Power


6 m


2


Class 2


Distribut


ion Room


生产火灾危


险性分类



Fire


Hazard


Classifica


tion


For


Production


民用



Civil


Purpose


占地面


层数



檐高


备


积


< /p>


Stori


（


m


）



注



Footpr


es


Heig


Not


int


ht


es


Areas


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。



Landscape can adjust atmosphere and beautify the environment. Green plants as well as


1672.0


0 m


2


23.8


5m



the whole system can protect the balance of ecology of the nature significantly. < /p>


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。



丁类



Class D


70.00


m


2


1


5.90


m




Green plants can absorb harmful gas and release fresh air. At the same time, they can


decrease noise, prevent fire and sterilize as well. So the landscape for the industry


located in the city has been increased to an important status in city general planning


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。



According To The Requirements and Products Types, The Food R&D Centre Is Designed To


in China.


Be In Compliance With Multi-storey Civil Architecture Specifications, And Fire



Resistance Rating Is Class II.



5


、流线组织


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


Transportation Flow Line


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


XXXXXXX


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


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。



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


According


to


the


characteristic


of


the


factory


and


the


requirements


from


the


customer,


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


in the design of landscaping layout, there is a collectively large area of green land


入，沿着



厂区西侧和中部的道路抵达研发中心货物入口。



along the internal road of the industrial park and in the south of the site. Landscape


oods entrance of the Food R&D centre.


。



5


欢迎下载



精品文档



design in this


project adopts frutex,


flowers


and greensward. Evergreen


frutex


will


be


planted on both sides of the road and so are the greensward and flowers. Landscaping


ratio reaches 20.1% of the gross site area, which could represents the modern factory


style with very nice landscaping


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 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.


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


±


0.000


标高与现有 厂房相同。



The design focuses on the newly-built Food R&D centre, and the outdoor site and roads


are existing ones and there isn't any changes on the elevation. Therefore, elevation


±


0.000 of the newly-built Food R&D centre is the same as that of the existing 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 newly-built Food R&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


minimum


width


is


7.5m.


The


circular


road


system


has fully meets the internal requirement of the factory, and at the same time, it also


meets the requirement for circular fire fighting road.


四、单体设计



Individual Building Design




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


7473.35m


2


.


一层层高


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

< br>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 Centre is a building with five-storey reinforced concrete structure and


。



6


欢迎下载



精品文档



covers 7473.35m


2


; height of the first floor is 5.5m and the other four is 4.25m, height


difference between interior and outdoor is 0.45m and the total height of the building


is


23.85


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 R&D centre are sufficiently embodied in the plan 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。



Elevation design of the Food R&D centre takes simple and lively combinations of forms


and


modern


style


silver-grey


aluminum


plates


as


the


exterior


wall


thus


the


whole


building


looks lithe and unconventional meanwhile it shows a kind of time flavor.


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

< p>
通阻，充分满足消防的需要。



Distance


between


Food


R&D


centre


which


is


of


Class


II


fire


resistant


and


other


buildings


within


the


plant


area


are


qualified


to


the


fire


control


regulations.


There


is


an


existing


ring-like


road


around


the


Food


R&D


centre


that


ensures


the


smoothness


for


the


fire-fighting vehicles to go through and it fully reaches up to the requirements for


fire prevention.

< p>
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< /p>


11.08m.


均满足防火规范要


求


.



Substation:


(Dry-type


transformer)


Fire


resistance


is


designed


to


be


class


II,


with


one


fire compartment. The fire compartment covering area and the evacuation distance both


meet


the


requirements


of


fire


prevention


code.


Distance


between


the


substation


and


Food


R&D centre is 11.08m which reaches up to the fire fighting requirements.








五、主要经济技术指标



Main Economical Index


总用地面积：


Land Plot area 32367m2



总建筑面积：


Gross building area 20674.22m2



。



7


欢迎下载



精品文档



建筑密度


:Construction coverage 43.09%


容积率


: Plot ratio 0.94


绿地率


: Green area ratio 20.1%


机动车位


: Car parking 20


。



8


欢迎下载



精品文档



第二章



结构设计说明



Chapter 2 Structural Design Description



一、



设计依据



Design Criteria


《混凝土结构设计规范》



（


GB50010-2010


）



11


、业主提供的一期工程竣工图



As built drawings of the Phase I provided by the Customer.


二、



建筑分类等级


Categories of Buildings


1..


建筑物安全等级为二级，建筑结构 设计使用年限：


50


年




（


GB50010-2010


）



《建筑结构荷载规范》



（


GB50009-2012


）



(GB50009-2012)


《建筑抗震设计规范》



（


GB50011-2010


）




（


GB50011-2010< /p>


）



《砌体结构设计规范》



（


GB50003-2011


）




（


GB50003-2011


）



《建筑地基基础设计规范》


< /p>


（


GB50007-2011


）




（


GB50007-2011


）



《建筑桩基技术规范》



（


JGJ94-2008


）

< p>



（


JGJ 94-2008


）



《钢结构设计规范》



（


GB50017-2003


）




（


GB50017-200 3


）



《混凝土小型空心砌块建筑技术规范》



（


JGJ/T 14-2011


）




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



11-2-39 Provide byxxxxxx Institute


The safety category of the building is Class II and the expire span of the


structure is designed to be 50 years. < /p>


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


category


is Class II


3..


建筑抗震设防类别：丙类



Anti-seismic intensity of the building is listed as the following:III


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。< /p>



The


importance


factor


of


these


buildings


is


1.0.


And


the


safety


class


of


these


buildings is Class II. The anti-seismic intensity of the steel structure is


Class D.


钢筋混凝土结构抗震等级为二级。



Anti-seismic grade of the reinforced concrete structure is Class B.


地下室防水等级：无地下室



Basement waterproof category: no basement.


9


欢迎下载


。





三．设计荷载标准值



Characteristic Value of Design Load


1


、产业研发中心


R&D centre


礼堂活荷载：


3.0 KN/M


2



Auditorium Live Load: 3.0 KN/M


2



实验室活荷载：


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



餐厅活荷载：


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



电梯房活荷载：


7.0 KN/M


2



Elevator Equipment Room Live Load 7.0 KN/M


2



空调机房活荷载：


7.0 KN/M


2



Air Conditioning 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 roughness degree: Class B


5


、基本雪压：






0.20KN/M


2



精品文档



Basic Snow Load: 0.20KN/M


2


6


、地震作用：


Earthquake action






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


0.1 0g


，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 Shanghai, the feature cycle of site is 0.90s, the


structural damping ratio as 5% and the earthquake influence coefficient 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。



Reinforced


concrete


frame


structure


is


applied


to


the Food R&D


centre


and


the


power


distribution


room.


Minimum


length


and


width


of


the


building


are


both


less


than late poured band or expansion 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

400X1200mm.


井字梁间距约为


2000mm


。



10


欢迎下载


。





Column net of the upper structure is 19mX16.5m and it takes beam cross floor


system with dimension 350x1000mm, and height of the side beam is 400X1200mm,


distance of the cross beams is 2000mm.


、



五．



地基基础设计



Foundation design


1


、基础选型说明



Description of foundation type

< br>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< /p>


85KPa.


Piles


foundation


is


applied


in


this


Food


R&D


centre


while


the


substation


adopts


natural


foundation


because


of


its


smaller


load.


Load-bearing


stratum


is


2


clay


bed and the foundation load-bearing characteristic value is 85Kpa.


2


、桩基础说明



Descriptions of pile foundation.


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 foundation PHS-A500 (100)-18 is adopted in this Food R&D


centre.


Side


length


of


the


piles


are


500mm


and


pipe


length


is


18m


with,


single


pile bearing capacity design value is 840kN .The bearing stratum is 5-2 grey


精品文档



silty sand


。





六、结构分析



Structural Analysis


1


、结构软件：采用中国建筑科学研究院研发的《


PKPM-PMCAD


，


SATWE


，


JCC AD


，


STS


》


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。



Structural


analysis


will


be


completed


with


software


《


PKPM-PMCAD


，

< p>
SATWE


，


JCCAD


，


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


loading


combination


case


should


be


considered


in


the


structural


analysis.


The


simulation


load


of


construction


mode


No.3


and


eccentric


impact


will


be


chosen


in the structural analysis.


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

< p>


The


computation


model


adopting


for


structural


analysis,


perimeter


conditions,


main parameters input for structural analysis:



设计主要依据


: Main Design Criteria


《建筑结构荷载规范》


(GB 50009-2012);


11


欢迎下载


。




(GB50009-2012)


《建筑抗震设计规范》


(GB 50011-2010);



（


GB50011-2010


）



《钢结构设计规范》


(GB 50017-2003);



（


GB50017-200 3


）



主要计算参数：



Main design parameters:


结构材料信息


:


钢砼结构



Structural material information Reinforced concrete structure


混凝土容重


(kN/m3): Gc = 27.0


Bulk density of the concrete Gc = 27.0


竖向荷载计算信息


:


按模拟施工


3


加荷计算



Vertical loading information Calculation based on simulating construction 3


loading


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


directions


地震力计算信息


:


计算


X,Y


两个方向的地震力



Seismic force calculation information Calculate the seismic forces on X,Y


精品文档



directions


“


规定水平力


”


计算方法


:


楼层剪力差方法


(


规范方法

< p>
)


Calculation method for


”


shearing difference


(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



Calculation of the storey rigidity Inter-storey shear force/ Inter-storey


displacement


结构所在地区



上海



Location Shanghai


地震信息


............................................


Seismic information


振型组合方法


(CQC


耦联


;SRSS

< br>非耦联


) CQC


Modal combination method (CQC coupling; SRSS uncoupling) CQC


计算振型数


: NMODE= 18


Modal number NMODE= 18


地震烈度


: NAF = 7.00


Seismic intensity: NAF = 7.00


12


欢迎下载

。




场地类别


: KD =IV


Site category KD =IV


设计地震分组


:


一组



Designing seismic group: one group


特征周期


TG = 0.90


Characteristic period TG = 0.90


多遇地震影响系数最大值


Rmax1 = 0.08


Max frequent earthquake effect coefficient Rmax1 = 0.08


罕遇地震影响系数最大值


Rmax2 = 0.45


Max rare earthquake effect coefficient Rmax2 = 0.45


框架的抗震等级


: NF = 2


Anti-earthquake grade of the framework: NF = 2


活荷重力荷载代表值组合系数


: RMC = 0.50


Combined coefficient of live load and representative value of gravity load:


RMC = 0.50


周期折减系数


: TC = 0.70


Periodical deduction 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



精品文档



活荷载信息


..........................................


Live load information


考虑活荷不利布置的层数



从第


1


到


6


层



Storey of unfavorable live-load distribution: from 1


st


to 6


th



柱、墙活荷载是否折减



不折算



Live-load deduction of the columns and walls: No


传到基础的活荷载是否折减



不折算



Live-load deduction delivered to the foundation: No


配筋信息


........................................


Reinforced bars distribution information


梁箍筋强度


(N/mm2): JB = 360


Intensity of the beam stirrups (N/mm2): JB = 360


柱箍筋强度


(N/mm2): JC = 360


Intensity of the stirrups (N/mm2) JC = 360


设计信息


........................................


Design information


结构重要性系数


: RWO = 1.00


Coefficient of the structural importance: RWO = 1.00


柱计算长度计算原则


:


有侧移



13

< p>
欢迎下载


。




Calculated columns and calculation principles: Side displacement


柱配筋计算原则


:


按单偏压并勾选角柱计算



Principles for column stirrups: Unsymmetrical pressure calculation


method



梁保护层厚度


(mm): BCB = 25.00


Thickness of beam protection BCB = 25.00


柱保护层厚度


(mm): ACA = 30.00


Thickness of column protection ACA = 30.00


荷载组合信息


........................................


Loading combinations information


恒载分项系数


: CDEAD= 1.20


Dead load subentry coefficient CDEAD= 1.20


活载分项系数


: CLIVE= 1.40


Live load subentry coefficient CLIVE= 1.40


风荷载分项系数


: CWIND= 1.40


Wind load subentry coefficient CWIND= 1.40


水平地震力分项系数


: CEA_H= 1.30


Horizontal seismic force subentry coefficient CEA_H= 1.30


精品文档



竖向地震力分项系数


: CEA_V= 0.50


Vertical seismic force subentry coefficient CEA_V= 0.50


特殊荷载分项系数


: CSPY = 0.00


Special load subentry coefficient CSPY = 0.00


活荷载的组合值系数


: CD_L = 0.70


Coefficient of the live load combined value CD_L = 0.70


风荷载的组合值系数


: CD_W = 0.60


Coefficient of the wind load combined value CD_W = 0.60


活荷载的重力荷载代表值系数


: CEA_L = 0.50


Gravity load representative value of the live load CEA_L = 0.50


3


、主要结构分析计算结果：



Main structures analysis &calculation results:


3.1


结构自振周期计算：



Calculation of structural vibration 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



Vibration period (Rotating torsion included ) (s) X,Y translation, torsion


coefficient



振型号



周



期



转



角



平动系数


(X+Y)


扭转系数



Vibration type Period Rotating angle Translation coefficient(X=Y) Torsion


14


欢 迎下载


。




精品文档



coefficient


1 0.9147 2.03 0.91 ( 0.91+0.00 ) 0.09


2 0.8793 93.15 1.00 ( 0.00+0.99 ) 0.00


3 0.8108 179.42 0.15 ( 0.12+0.03 ) 0.85


19 0.0226 176.39 0.99 ( 0.99+0.00 ) 0.01


20 0.0224 85.77 0.99 ( 0.01+0.98 ) 0.01


21 0.0213 125.44 0.02 ( 0.01+0.01 ) 0.98



地震作用最大的方向


= -0.014 (


度


)


4 0.3268 31.96 0.76 ( 0.55+0.21 ) 0.24


5 0.3086 120.56 0.96 ( 0.25+0.71 ) 0.04


6 0.2838 20.46 0.31 ( 0.26+0.05 ) 0.69


7 0.2447 102.74 0.88 ( 0.05+0.83 ) 0.12


8 0.2424 16.86 0.89 ( 0.80+0.09 ) 0.11


9 0.2307 130.15 0.20 ( 0.08+0.11 ) 0.80


10 0.1889 68.75 0.47 ( 0.06+0.41 ) 0.53


11 0.1697 168.07 0.95 ( 0.91+0.04 ) 0.05


12 0.1555 79.80 0.53 ( 0.02+0.52 ) 0.47


13 0.1238 88.63 0.57 ( 0.00+0.56 ) 0.43


14 0.1203 177.25 0.99 ( 0.99+0.00 ) 0.01


15 0.1082 86.80 0.43 ( 0.00+0.43 ) 0.57


16 0.0861 0.49 0.99 ( 0.99+0.00 ) 0.01


17 0.0838 91.38 0.97 ( 0.00+0.97 ) 0.03


18 0.0807 58.99 0.04 ( 0.01+0.03 ) 0.96


Max direction of the earthquake action= -0.014 (degree)


3.2


结构位移及位移比计算：



Calculation of structural drift and drift ration:


===


工况


1 === X


方向地震作用下的楼层最大位移



===


工况


1 === X direction: max storey drift under seismic force


X


方向最大层间位移角


: 1/ 621.(


第


2


层第


1


塔


)


X direction: max drift angle 1/ 621.(Second storey the1st tower)


X


方向最大位移与层平均位移的比值


: 1.17(


第


2


层第


1


塔


)


X direction: ratio of max drift and average storey drift 1.17(Second storey


the1st tower)


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


)


X direction: ratio of max Inter-storey drift and average Inter- storey drift


1.25(Seventh storey the1st tower)


===


工况


2 === X


双向地震作用下的楼层最大位移



===


工况


2 === X max storey drift under bi-direction earthquake action


15


欢迎下载


。




X


方向最大层间位移角


: 1/ 584.(


第


2


层第


1


塔


)


X direction: max Inter-storey drift angle 1/ 584.(second storey the 1


st



tower)


X


方向最大位移与层平均位移的比值


: 1.14(


第


2


层第


1


塔


)


X direction: ratio of max drift and average storey drift 1.14(Second storey


the1st tower)


X


方向最大层间位移与平均层间位移的比值


: 1.24(


第


7


层第


1


塔


)


X direction: ratio of max Inter-storey drift and average Inter- storey drift


1.24(7


th


Storey the 1


st


tower)


===


工况


3 === Y


方向地震作用下的楼层最大位移



===


工况


3 === Y direction: max storey drift under earthquake action


Y


方向最大层间位移角


: 1/ 742.(


第


2


层第


1


塔


)


Y direction: max inter-storey drift angle 1/ 742(second storey the 1


st



tower)


Y


方向最大位移与层平均位移的比值


: 1.13(


第


5


层第


1


塔


)


Y direction: ratio of max drift


and average storey drift


1.13(5


th


Storey


the


1


st


tower)


Y


方向最大层间位移与平均层间位移的比值


: 1.29(


第


5


层第


1


塔


)


Y


direction:


ratio


of


max


inter- storey


drift


and


average


storey


drift


精品文档



1.29(5


th


Storey the 1


st


tower)


===


工况


4 === Y


双向地震作用下的楼层最大位移



===


工况


4 === Y max storey drift under bi-direction earthquake action


Y


方向最大层间位移角


: 1/ 651.(


第


2


层第


1


塔


)


Y direction: max inter-storey drift angle 1/ 651(2


nd


Storey the 1


st


tower)


Y


方向最大位移与层平均位移的比值


: 1.18(


第


5


层第


1


塔


)


Y


direction:


ratio


of


max


drift


and


average


storey drift


1.18(5


th


Storey


the


1


st


tower)


Y


方向最大层间位移与 平均层间位移的比值


: 1.33(


第


5


层第


1


塔


)


Y direction: ratio of max inter-storey drift and average inter- storey drift


1.33(5


th


Storey the 1


st


tower)


===


工况


5 === X


方向风荷载作用下的楼层最大位移



===


工况


5 === X direction :max storey drift with wind load


X


方向最大层间位移角


: 1/2554.(


第


7


层第


1


塔


)


X direction max inter-storey drift angle 1/2554(7


th


torey the 1


st


tower)


X


方向最大位移与层平均位移的比值


: 1.05(


第


2


层第


1


塔


)


X


direction:


ratio


of


max


drift


and


average


storey drift


1.05(2


nd


Storey


the


1


st


tower)


X


方向最大层间位移与平均层间位移的比值


: 1.22(


第


7


层第


1


塔


)


16


欢迎下载


。






X direction: ratio of max inter-storey drift and average inter- storey drift


1.22(7


th


Storey the 1


st


tower)


===


工况


6 === Y


方向风荷载作用下的楼层最大位移



===


工况


6 === Y direction :max storey drift with wind load


Y


方向最大层间位移角


: 1/4784.(


第


2


层第


1


塔


)


Y direction: max inter-storey drift angle 1/4784(2


nd


Storey the 1


st


tower)


Y


方向最大位移与层平均位移的比值


: 1.25(


第


5


层第


1


塔


)


Y direction: ratio of max


drift


and


average storey


drift 1.25(5


th


Storey


the


1


st


tower)


Y


方向最大层间位移与 平均层间位移的比值


: 1.38(


第


5


层第


1


塔


)


Y direction: ratio of max inter-storey drift and average inter- storey drift


1.38(5


th


Storey the 1


st


tower)


===


工况


7=== X


方向地震作用规定水平力下的楼层最大位移



===


工况


7 === X direction: max storey drift under earthquake action and


authorized horizontal force


X


方向最大层间位移角


: 1/ 696.(


第


2


层第


1


塔


)


X direction max inter-storey drift angle 1/ 696(2


nd


Storey the 1


st


tower)


X


方向最大位移与层平均位移的比值


: 1.08(


第


2


层第


1


塔


)


X direction: ratio of max drift


and average storey drift


1.08(2


nd


Storey


the


1


st



精品文档



tower)

< p>
X


方向最大层间位移与平均层间位移的比值


: 1.21(


第


7


层第


1


塔


)


X direction: ratio of max drift and average storey drift 1.212< /p>


nd


(7


th


t orey the


1


st


tower) ===


工况


8=== Y


方向地震作用规定水平力下的楼层最大位移



===


工况


8 === Y direction: max storey drift under earthquake action and


authorized horizontal force


Y


方向最大层间位移角


: 1/ 812.(


第


2


层第


1


塔


)


X direction max inter-storey drift angle 1/ 812(2


nd


Storey the 1


st


tower)


Y


方向最大位移与层平均位移的比值


: 1.13(


第


5


层第


1


塔


)


Y


direction:


ratio


of


max


drift


and average


storey


drift


1.13(5


th


Storey


the


1


st



tower)


Y


方向最大层间位移与 平均层间位移的比值


: 1.29(


第


5


层第


1


塔


)


Y direction: ratio of max drift and average storey drift 1.29(7


th


torey the 1


st



tower)



七、其他



Others


1.,


混凝土：基础垫层


C15


；基础及上部结构为


C30


；



Concrete: Blinding Pad C15; Foundation and superstructure C30;


17


欢迎下载


。




2.


钢筋：



热轧钢筋


HRB400


（


fy=360 N/mm2


）


；



Hot-rolled rebar HRB400


（


fy=360N/mm


2


）

< br>；



3.


焊条：


E43


系列用于


HPB300


，


E50


系列用于


HRB400


；



Welding Electrode: adopt E43 series for HPB300, and E50 series for HRB400.


4.


砌体及砂浆：填充墙采用


MU7.5


封底多孔小型空心混凝土砌块


,Mb5. 0


混合砂浆。



Masonry


and


Mortar:


adopt


MU7.5


concrete


hollow


block


and


Mb5.0


mixture


mortar.


5.


钢材：主材采用


Q345B.


Mainly: Q345B



精品文档



18


欢迎下载


。




第三章



给排水设计说明



Chapter 3 Mechanical Design Description


一、



设计依据



Design Criteria


《室外给水设计规范》



（


GB50013- 2006


）



(GB50013- 2006)


《室外排水设计规范》



（


GB50014- 2006


）


2011


(GB50014- 2006 )2011


《建筑给排水设计规范》



（


GB50015-2003


）


2009


版



(GB50015-2003) 2009


edition


《建筑设计防火规范》



（


GB50016-2006


）




（


GB50016- 2006


）



《建筑灭火器配置设计规范》



（


GB50140-2005


）

< p>


(GB50140-2005)


其它相关的国家标准及设计规范



Relevant National Standards and Design Codes


业主提供的市政管网资料及一期工程的竣工图



City utility connection data and Phase I as built drawings provided by the


Customer.


二、



设计范围



精品文档



Design Scope



厂区范围内的给水排水工程。



Water supply and drainage on the site.


三、



给排水设计



Water- supply & Drainage Design


1


给水消防系统


Water supply and fire water system.


本工程给水由市政给 水管网供给，给水管管径


DN200


，水压为

< br>0.16MPa


。生活用水由


室外一体化箱式泵站加压供 给。消防水池由市政给水补水，经消防泵房加压后供给室


内外消防用水。



In this project, water is supplied by municipal water pipe. Its diameter is


DN200,


and


water


pressure


is


0.16MPa.


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 fire-fighting water.

工作人数


350


人，用水量


50< /p>


（


L/


人


d


）


，总用水量


17.5m

< br>3


/d ,


工作时数


8


小时，最大


时用水量


3.3m

< br>3


/h


。



There


will be


350 workers,


water


consumption per


person head


is


50


L/


person.


day, total


consumption


is


17.5m3/d. The


max


water


consumption


is


about 3.3


19


欢迎下载


。




精品文档



m3/h


。





生活用水量表


Domestic Water Consumption


用水


用水量

< p>
(m


3


量



小时


)


使用人


标准


变化



序



用水项目



数



(L)


系数


使用


最大


号


名



称



或单位


单位



water


(K)


平均


最高


备注



No


Item


数


Unit


consu


hour


时间


时



时



日


note


People


mpati


varia


(h)


avera


maxim


highe

< p>
s


no.


on


tion


time


ge


un


st


day


stand


facto


hour


ard


r


每人每


1


办公



office


350


人



日


per


head per


50


1.5


8


2.2


3.5


17.5



day


绿化及道

< br>按每


路洒水



每


m


2


每


日

1


次计



2


greenery


and road


1531


㎡



次


every


m


2


per


2.0


1.0


2


1.53


1.53


3.06


one


water


time


time


spraying


per


hour



小



计



subtotal



3.73


5.03


20.56


< p>
未预见水


量及管网


漏失水量



unforsee


3


n water


按本表


1


至


2


项之和的


10%


计


calculate


as


quantity


10%


of


the


total


of


item


1


and


item


2


of


0.38


0.5


2.06



and lost


this form


quantity


of pipe


network


4


合



计




4.11


5.53


22.62



20

< br>欢迎下载


。




total






消防用水量表


Fire Water Consumption


消防



序号



消防系统名称



用水量标准



火灾延续时间



一次灭火用水量



no.


fire fighting


Fire Water


fire hazard


fire water


备注



system name


Consumption


duration


quantity per


notes


standard


time


室内消火栓系统



1


indoor fire hydrant


15L/s


2h


108m


3




system


自动喷淋系统



2


automativ


sprinkler


21L/S


1h


75.6m


3




system


室外消火栓系统



3


outdorr fire


25L/s


2h


180m


3




hydrant system



合计


total


61L/S



363.6 m


3






2


消防系统设计



Fire fighting system design


2.1


室外消火栓系统



Outdoor fire hydrant system


2.1.1


消防水源：本工程利用厂区内既有消防给水管。



Fire water source: use the existing fire water supply pipe net.


2.1.2


室外消防用水量为


25L/s


，

室外消火栓系统由市政管网直接供水，


另消防车可从


一侧河 道取水作为另一路水源。



The outdoor fire water quantity is


25L/s,


and the outdoor


fire


hydrant system


is provided water directly by city


public


pipe network


，


and the fire car


can


use the river water as another water resource.


2.1.3


室外消火栓采用地上式消火栓，


应有一个


DN100


和两个


DN65


的栓口，室外消火


栓间距不超过


120m


，距道路边不大于

< p>
2.0m


，距建筑物外墙不宜小于


5.0m


。



The


outdoor


fire


hydrant


adopts


above


hydrant,


it


shall


have


one


hydrant


opening


of


DN100


and


two


hydrant


openings


of


DN


65.


The


spacing


of


outdoor


fire


hydrants


shall be no more than 120m, and they shall be no more than 2.0m from the road


edge and no less than 5.0m from the external wall of buildings.


2.2


室内消火栓灭火系统


Indoor fire hydrant system


2.2.1


本工程各仓库设置室内消火栓系统，


室内消火栓用水量


10L/S


。


室内消火栓系统


采用稳 高压消防制，从消防水池。



Every warehouse in


this project shall


be set


up with indoor


fire hydrant,


and


the


indoor


fire


hydrant


quantity


is


10L/S.


The


indoor


fire


hydrant


system


adopts


stable


high


pressure


fire


system,


and


water


is


pumped


from


the


fire


water


tank.


2.2.2


室内各层均 设消火栓进行保护。


其布置保证室内任何一处均有


2

< p>
股水柱同时到


达，水枪充实水柱不小于


10m


。



Every


floor


of


every


warehouse


shall


be


set


up


with


fire


hydrant


for


protection.


精品文档



The layout of fire hydrant shall ensure that any point inside the warehouse


shall


have


two


water


columns


be


reached


simultaneously,


and


the


water


columns


filled by water gun shall be no less than 10m.


2.2.3


每个消火栓箱内均配置


DN65mm


消火栓一个、


DN65mm L25m


麻质衬胶水带一条，


DN65


×


19mm


直流水枪一支及消防软管卷盘一套。



Set


up


one


DN65mm,


one


linen


rubber


hose


of


DN65mm


and


L


25m,


one


solid


stream


of DN65


×


19mm and one set of fire coil in each fire hydrant box.


2.3


室内各层喷淋系统采用湿式自动喷水灭火系统，自动喷淋系统采用既有消防水泵


供水系统。



Automatic spraying system adopts wet automatic fire fighting system, and the


automatic sprinkler system also use the water supply system of the existing


fire pump station.


2.3.2


设计参数


Design parameters


2.3.2.1


喷淋设置等级为中危


I


级，采用


K=80

< br>吊顶型喷头，喷头动作温度为


68


℃

。



The


sprinkler


grade


set


up


is


warehouse


danger


Grade


I.


The


sprinkler head


of


K-80 is adopted underneath ceiling,


2.3.2.2


喷淋强度


q=6L/min.


㎡，作用面积

160


㎡，持续时间


10h


，最不 利点喷洒头最


小工作压力


0.1MPa


。



The


sprinkler


intensity


is


q=6L/min.


㎡


,


the


acted


area


is


160


㎡


,


the


duration


21


欢迎下载


。




is 1 hs, and the minimum working pressure of sprinkler head at the least


disadvantageous point is 0.1Mpa.


2.4


灭火器配置：本工程按中危险级设手提式磷酸铵盐干粉灭火器。



Fire extinguisher setup: portable ammonium phosphate salt dry-powder fire


extinguisher is set up according to the middle danger class.


3


污水系统


Sewage water system.


本工程排水采用分流制，分别设雨水管和污水管，雨水管 接入厂区既有雨水管网。生


活污水与生产废水经化粪池预处理达到


GB18918-2002


《污水综合排放标准》的入网标


准 后接入市政污水管网，污水管管径为


DN300


。



This


project applies


two independent drainage systems: rainwater trench


and


waste water pipe. rain water drains to existing rainwater pipe net , which


locates


at


the


south


of


the


land


plot,


directly.


The


domestic


waste


and


production


sewage


must


be


pretreated


by


septic


and


achieve network


connection


condition required by


“


Wastewater Drainage Standard


”


(GB18918-2002) before


drains to sewage water pipe network on Industry internal Road. Sewage pipe


diameter will be DN300.


生活污水 量按生活用水量的


90%


计，生活污水最高日排放量

< p>
20.36m


3


，最大时排放量

< br>4.98m


3


。



室内生活污水排入基地室外污水管，经室外污水管网收集后排入市政污水管网，最终

< br>精品文档



经城市污水处理厂处理达标后排放。



Sewage water quality according water supply quality 90%,the max sewage water


is 20.36m3 per day ,and 4.98m3 per hour.


4


雨水系统


Rain water system


雨水量：按上海市暴雨强度公式，


q=5544(P0.3-0.42)/(t+10+lgP)0.82+0.07lgP


重现期按


3


年考虑


,< /p>


暴雨强度


4.57L/(S,100


㎡< /p>


)


。屋面及道路径流系数


0.90


，绿地径


流系数


0.15

。排入一期已施工好的一路雨水管并接至市政雨水管网。



单体屋面雨水汇合后排入雨水井；基地室外按规范设雨水口，汇集地表水，最后接入


雨水 井。



Rain water quantity: according to the rainstorm intensity in Shanghai, the


calculation formula for rain storm is as follows:


q=5544(P


0.3


-0.42)/(t+10+lgP)


0.82

+0.07lgP


With consideration of 3 years re-occurency, the rain storm intensity is 4.57


L/(S,100


㎡


).


The


runoff


coefficient


of


the


road


and


roof


is


0.90,


landscaping


runoff coefficient is 0.15.


5


管材


Piping material


5.1


室内生活给水管采用


PP-R


聚丙烯管，


PN


≥

1.0Mpa


，热熔连接。室内热水管采用热


水用


PP-R


聚丙烯管，


PN


≥


2.0Mpa


，热熔连接。



The indoor water supply pipe for domestic purpose shall adopt PP-R pipe, and


22


欢迎下载


。




PN


is


1.0M


pa


or


more


with


connected


through


hot


melting.


The


indoor


hot


water


pipe shall adopt PP-R pipe, with PN


≥


2.0Mpa and hot melting.


5.2


室内消防管：


DN

< p>
≥


80mm


采用内外热镀锌钢管，卡箍连接；


DN<=65mm


，采用内外热


镀锌钢管， 丝扣连接。



The indoor fire fighting pipe: when the diameter DN is 80mm or more, it shall


adopt


hot- galvanized


internally


and


externally


steel


pipe


and


hoop


connection.


When


the


diameter


DN


is


65mm


or


less,


it


shall


adopt


hot-galvanized


internally


and externally steel pipe and screwed connection


。



5.3 < /p>


室外生活给水管


DN<100


毫米为钢塑 复合管，



丝扣连接。


DN

< p>
≥


100


毫米为给水球墨


铸铁管，橡胶密封圈承插连接。



The indoor water supply pipe for domestic purpose: if DN is less than 100mm,


then it shall be steel plastic composite pipe with screwed connection; if DN


is


100mm


or


more,


then


it


is


ductile


iron


pipe


with


bell


and


spigot


joint


with


rubber sealing ring.


5.4


室外消防给水管采用球墨给水铸铁管，橡胶密封圈承插连接。



The outdoor fire water supply pipe shall adopt ductile iron pipe with bell


and spigot joint with rubber sealing ring.


5.5


室内排水管采用


PVC-U


排水管及管配件，粘接。室外雨水立管采用有效抗紫外线

的


PVC-U


雨水管材及管配件。



精品文档



The indoor drainage pipe adopts PVC-U drainage pipe and pipe fittings with


splice. The outdoor rain water pipe shall adopt PVC-U rain water and pipe


fittings with effective uviofast effect.


5.6


室外埋地排水管小于等于

< p>
300mm


采用高密度聚乙烯双壁缠绕塑料排水管，承插连


接，大于


300


采用砼管。



The


outdoor


embedded


drainage


pipe:


if


DN


is


300mm


or


less,


than


it


shall


adopt


HDPE drainage pipe wrapped with plastic both internal and external and with


bell


and


spigot


joint;


if


DN


300


is


more


than


300mm,


then


it


shall


adopt


concrete


pipe.



6


节水节能措施


Water conservation measures


6.1


卫生 间坐便器采用容积为


6L


的冲洗水箱。



The pedestal pan in toilets shall adopt flushing tank of 6L.


6.2


公共卫生间采用感应式水嘴和感应式冲洗阀。



The public toilets shall adopt inductive water nozzle and inductive flushing


valve.


7


环境保护措施


Environment protection measures


7.1


水泵泵组 采用隔振基础；水泵进水管、出水管设置可曲挠橡胶接头和弹性吊、支


架，减少噪音及振 动传递；水泵出水管止回阀采用静音式止回阀，减少噪音和防止水


锤。

< br>


23


欢迎下载


。




The


water


pump


unit


shall


adopt


vibration-insulating


foundation:


the


inlet


and


outlet pipes of water pump can be wrapped with rubber connector and elastic


hanger


and


rack,


so


as


to


reduce


the


noise


and


vibration-transferance.


The


check


valve


of


outlet


pipe


of


the


pump


shall


adopt


silent


check


valve


so


as


to


reduce


noise and prevent water hammering.


7.2


空调机凝结水排水和机房地漏排水设独立排水系统，排 至室外散水或排水明沟，


以防其它排水管道的有污染气体串入室内。


The drainage of condensed water of air-conditioner and floor drain in the


air-conditioning


room


shall


set


up


independent


drainage


system


and


drain


water


to


the


outdoor


apron


or


open


trench


so


as


to


prevent


the


polluted


gases


of


other


drainage pipes from entering into room


8


卫生防疫措施


Measures for Sanitation and Epidemic Prevention


8.1


本工程总水表之后设管道倒流防止器，防止水倒流污染 城市给水。



Set up backflow prevention after the general water meter in this project so


as to prevent water from back-flowing and polluting city water supply.


8.2


公共卫生间内的卫生洁具采用感应式水嘴和感应式冲洗 阀，防止人手接触产生交


叉感染疾病。



The sanitary wares in the public toilets shall adopt inductive water nozzle


and inductive flushing valve so as to prevent cross infection disease caused


精品文档



by hand contact.


8.3


室内所用排水地漏的水封高度不小 于


50mm


。



The water height of the indoor floor drain shall be no less than 50mm.











9


主要设备材料表


Main equipment material list


序号


名称


name


型号及规格


type &


单位



数量



备注



no.


specification


unit


quantity


notes


1


湿式报警阀



DN150


组



1



Wet alarm valve


2


室内消火栓箱



单栓室内消火栓灭火器组合箱



套



见图


refer



indoor fire


composite box of indoor


set


to drawings


hydrant


signle-hydrant and


extinguisher


3


水流指示器


water


DN150


个



见图


refer


to



flow indicator


drawings


4


遥控信号阀


remote


DN150


个



见图


refer


to



control signal


drawings


valve


5


喷头


sprinkler


K=80


个



见图


refer


to



head


drawings


6


室外消火栓



DN100


套



见图


refer


to



outdoor fire


set


drawings


hydrant


7


卫生器具


sanitary



套



见图


refer


to



ware


set


drawings


8


消防气压罐


fire


有效容积


80L


effective


volumn


个



1



fighting air


is 80L


24


欢迎下载


。



ol什么意思-好吃的东西


ol什么意思-好吃的东西


ol什么意思-好吃的东西


ol什么意思-好吃的东西


ol什么意思-好吃的东西


ol什么意思-好吃的东西


ol什么意思-好吃的东西


ol什么意思-好吃的东西



本文更新与2021-01-27 23:52，由作者提供，不代表本网站立场，转载请注明出处：https://www.bjmy2z.cn/gaokao/575315.html

返回列表：英语

总体设计说明 (中英文对照)的相关文章

总体设计说明 (中英文对照)随机文章
总体设计说明 (中英文对照)热门标签