ol什么意思-好吃的东西
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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
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。
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。
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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
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。
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
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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
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。
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..
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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
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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
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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
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.
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
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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
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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
）
《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
）
（
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
）
由 19mx16.5m 为 400X1200mm. <
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
Code
for
Design
of
Concrete
Hollow
Block
Structures>
（
JGJ/T
14-2011
）
《工程地质勘察报告》
11-2-39
xxxxxx
有限公司提供
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.
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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
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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
，该部分采用井字梁楼面体系，井字梁尺寸
350x1000mm
，边梁高度为
井字梁间距约为
2000mm
。
10
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。
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
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
，
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
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
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。
《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
)
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
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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
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。
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
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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
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。
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
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。
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)
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
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。
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
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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
）
(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
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m3/h
。
生活用水量表
Domestic
Water Consumption
用水
用水量
(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
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
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
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。
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
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
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
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。
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
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
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。
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
≥
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
≥
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
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
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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
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