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木结构建筑体系——师资培训Wood
Frame
Building
Systems
-
Instructor
Training中国现代木结构建筑技术项目联合工作小组China
Modern
Wood
Frame
Construction
Technology
Project
Joint
Working
Committee木业Canada
WoodContent第一章木结构建筑简介ABrief
Introduction
to
Wood
Frame
Construction-------------------------01第二章结构用木材Materials
13第三章外墙体结构Exterior
wall
Structure
29第四章外墙体施工Exterior
Wall
Construction第五章內墙之施工Interior
wall
construction3957第六章楼板结构Floor
Framing
loor
Framing67第七章基础Foundations77第八章屋顶结构——椽条Roof
Structure
–
Rafter第九章屋顶结构——桁架Roof
Structure
–
Trusses8597附
录 词汇表glossary119木结构建筑简介A
Brief
Introduction
to
WoodFrame
Construction1内容介绍Agenda木结构建筑史History
of
Wood
Construction木结构建筑类型Types
ofWood-Frame
Construction木结构建筑方法简介An
Introduction
to
Canadian
Wood-Frame
Construction
Practices木结构建筑的优点Advantages
of
Canadian
Wood-Frame
Construction木结构建筑史History
of
Wood
Construction使用木材作为建材在全球各地都有着悠久的历史。Wood
has
a
long
history
of
being
used
in
the
construction
of
structures
in
many
locations
around
the
world.中国
——约800年历史Forbidden
City,
China
–
around
800
years
old.木结构建筑史History
of
Wood
Construction台北龙山寺——建于1740年Lung
Shan
Temple, -
1740木结构建筑史History
of
Wood
ConstructionFairbank別墅——建于1636年Fairbank
House,
USA-1636Parlange
Plantation別墅——建于1750年Parlange
Plantation
House,
USA
-
17503木结构建筑类型Types
of
Wood-Frame
Construction梁柱式结构Post
&
Beam
Construction木结构建筑类型Types
ofWood-Frame
Construction一体(通柱)式结构——1830年代Balloon
Frame
–
1830
s木结构建筑类型Types
of
Wood-Frame
Construction西方平台式结构——1850年代Western
Platform
Frame
–
1850
s木结构建筑类型——平台式结构Types
of
Wood-Frame
Construction
-
Platform
frame屋顶Roof墙体Wall楼板
Floor基础Foundation4木结构建筑类型——平台式结构Types
of
Wood-Frame
Construction
-
Platform
frame最常见的住宅建平台式木结构建筑是筑形式。Platform
frame
construction
is
themost
common
method
of
residentialconstruction
in
North
America.木结构建筑方法简介An
Introduction
to
Canadian
Wood-Frame
Construction
Practices轻型木结构建筑使用固定间距的规格材构件配以覆面板,形成建筑物的结构单元。Light
wood-framing
is
the
use
of
closely
spaced
members
ofdimension
lumber
combined
with
sheathing
to
form
structural
elements
of
a
building.结构单元同时提供结构的强度、内饰与外饰的支撑、以及放置保温材料的空腔。The
structural
elements
provide
rigidity,
support
for
interior
finishand
exterior
cladding,
and
a for
the
installation
of
insulation.木结构建筑方法简介——基础Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
-
Foundation木结构建筑通常建在混凝土基础上。Wood-frame
houses
are
commonlysupported
on
concrete
foundations.混凝土基础下方为混凝土基脚,基脚下方需为有足够承载能力的土层。The
concrete
foundations
are
placed
overconcrete
footings
formed
on
soil
of
sufficient
bearing
capacity.木结构建筑方法简介——地梁板An
introduction
to
Canadian
Wood-Frame
Construction
Practices
–
SillPlate地梁板放置于防潮垫上,并用锚栓与基础紧固在一起,以使木结构与基础牢固连接。Sill
plates
are
placed
over
a
sill
gasket
andattached
to
the
concrete
foundation
with
anchor
bolts
to
securely
fasten
the
wood-frame
structure
to
the
foundation.锚栓AnchorBolt防腐木地梁板P.T.Sill
Plate基础剖面图防潮垫Sill
gasket5木结构建筑方法简介——楼板Anintroduction
toCanadian
Wood-Frame
Construction
Practices
–
Floor
System根据基础类型不同,再进行楼板或墙体的施工,并与基础牢固连结。Depends
on
the
types
of
foundation,
thefloors
or
walls
are
then
constructed
and
securely
fastened
to
the
foundation.楼板结构构件一般使用规格材或工程木材料。Structural
floor
framing
members
are
usually
dimension
lumber
or
engineered
wood
products.规格材搁栅
Dimension
lumber工程木搁栅
Engineered
wood
products木结构建筑方法简介——楼板Anintroduction
toCanadian
Wood-Frame
Construction
Practices
–
Floor
System防止楼板搁栅
变形。Resisting
joisttwisting.。使楼板成为整体,共同承受荷载Sharing
loadto
make
the
floor
joists
act
more
like
a
complete
unit.
Whichin
turn
makes
for
a
more
rigid
floor.楼板覆面材料通常为木基结构板材,如胶合板或定向刨花板(OSB),覆面板需与楼板搁栅牢固连接。Sub-floors
are
usually
panel
products
such
as
plywood
or
OSB,and
are
securely
fastened
to
the
floor
joists.剪刀撑Bridging覆面板
Sheathing
subfloor木结构建筑方法简介——墙体Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
–
Wall再建造外墙及內墙,造好后立起就位,并进行临时固定。Exterior
and
interior
walls
are
thenconstructed,
raised
into
position,
andtemporarily
secured.在水平楼板上拼装墙体Build
the
walls
flat
on
the
floor将墙体竖起并临时固定Stand
up
the
wall
and
temporarily
fastened木结构建筑方法简介——二层结构An
introduction
toCanadian
Wood-Frame
Construction
Practices
–
The
Second
Storey二层楼板结构 二层墙体结构Second
storey
floor
system Second
storey
wall
system6木结构建筑方法简介——楼梯Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
–
Stair一层墙体完工后,即可开始下一层结构的施工及楼梯建造。Once
the floor
walls
have
beenconstructed,
the
next
level
will
be
built,
andstairs
constructed.,木结构建筑方法简介——二层结构Anintroduction
toCanadian
Wood-Frame
Construction
Practices
–
Roof
Framing一旦完成所有墙体且临时固定好即放上屋顶桁架并固定就位。Once
all
the
walls
have
been
built,
Sheeted
andtemporarily
braced,
roof
trusses
are
placed
andsecured
into
position.桁架安装Truss
Installation桁架安装Truss
Installation木结构建筑方法简介——屋面Anintroduction
toCanadian
Wood-Frame
Construction
Practices
–
Roof
Covering安装屋顶覆面板后,再铺设屋面材料。Once
the
roofed
is
sheathed,
a
final
roof
covering
can
be
applied.屋顶覆面板Roof
Sheathing屋面材料Roof
Covering木结构建筑方法简介——屋面Anintroduction
toCanadian
Wood-Frame
Construction
Practices
–
Roof
Covering铺设屋面抗水/防水垫层Water
shedding/proofing
underlayment屋面瓦安装Shingle
installation7木结构建筑方法简介——机械系统An
introduction
to
Canadian
Wood-Frame
Construction
Practices
–
Mechanical
System水电管道及线路,以及其它机械系统,可于此时开始安装。The
installation
of
the
plumbing,
HVAC,
electrical,and
other
mechanical
systems
is
now
started.在木结构建筑中安装水、电、暖、空调及其它机械系统都非常容易。Wood-frame
construction
provides
for
the
easyinstallation
of
electrical,
plumbing,
heating,
air
conditioning
and
other
mechanical
systems.水电管道Electrical
and
plumbing
system进排水管道Plumbingsystem木结构建筑方法简介——
护系统Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
–
Building
Envelope安装呼吸纸 窗户防水Building
Paper
Installation
Window
Water
Proofing木结构建筑方法简介——外饰面安装Anintroduction
toCanadian
Wood-Frame
Construction
Practices
–
Exterior
Finishing钉板条与
板安装Strap and
siding
installation板安装Siding
Installation保温棉Insulation塑料薄膜Poly木结构建筑方法简介——保温材料Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
–
Insulation在结构空腔内安装保温棉,仅在寒冷地区安装塑料薄膜。Install
insulation
in
structure ,
poly
should
only
be
used
in
cold
area.8木结构建筑方法简介——内装Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
–
Interior在结构
安装石膏板,再在石膏板上做内装。Gypsum
board
is
then
applied
to
the
interior
of
the
framing
members
and
finished.木结构建筑方法简介——内装Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
–
Interior內装至此完成。Interior
finishes
are
now
completed.木结构建筑方法简介——外装Anintroduction
to
Canadian
Wood-Frame
Construction
Practices
–
Exterior完成内装与外装,新屋即可建成使用。Both
the
exterior
and
interior
finishes
are
completed
and
the
home
is
ready
for
occupancy.木结构建筑的优点Advantages
of
Canadian
Wood-Frame
Construction坚固安全Strong
and
safe节能Energy
efficient环保Easy
on
environment可再生Renewable易建造easy
to
build易改造easy
to
remodel9木结构建筑的优点——节能Advantagesof
Canadian
Wood-Frame
Construction
–
Energy
Efficient3.0E+062.5E+062.0E+063.5E+064.0E+06三类建筑物能源消耗分析Energy
Cost
Comparison
of
Three
Types
of
Building
on
Different
Stages1.5E+061.0E+065.0E+050.0E+001.材料物化阶段木结构
3.34E+05轻钢结构
8.03E+05混凝土结构
9.30E+052.建筑施工阶段1.88E+042.65E+045.50E+043.建筑使用阶段2.41E+062.78E+062.60E+064.全生命周期2.76E+063.61E+063.58E+06Energy
consumption能源消耗,k
g
ecMaterial
Materialized
phaseConstruction
phase木结构 轻钢结构 混凝土结构WFC
Steel
Construction
Concrete
constructionConstructionphaseOveralllifecycleCancer
effect木结构建筑的优点——环保Advantages
of
Canadian
Wood-Frame
Construction
–
Environmental
Friendly120100混凝土结构Concrete
construction轻钢结构Steel
Construction木结构WFC80604020Climate
Radiation
change
effectZoology
dmgLand
Mineral
occupied
recourseFossil
energyOrganic
Inorganicrespiratory
respiratoryOzonelayer
dmgAcidize/e
utrophiadiseases
diseases三类建筑物生命周期内对环境的影响Environment
Impact
Comparison
of
Three
Types
of
Building木头妙!WOOD
IS
GOOD!完101112结构用木材Materials13内容介绍Agenda木材的特性Wood
Characteristics规格材简介DimensionLumber工程木产品简介Engineered
Wood
Products木材的特性——优势Wood
Characteristics
-
Advantages自然的有机材料Natural,
organic
carbon
based
material可再生资源Renewable
resource更环保且更节能Environmentally
friendly
and
energy
efficientExtremely
versatile木材是唯一可再生的建筑材料
Wood
is
theonly
renewable
construction
material木材的材性Wood
Properties木材是细胞结构Wood
is
a
cellular
growth.细胞的生长随季节的不同而变化Cells
growth
varies
withtheseasons图示为一个年轮One
annual
ring
is
shown木材的材性随树种、生长差异和木纹方向而定Properties
vary
with
species,growth
variances
and
direction
ofgrain木材的材性-强度Wood
Properties
-
strength木材(道格拉斯杉木-落叶松)Wood
(DouglasFir-Larch)顺纹抗拉强度
8.8MPaTension
parallel
tograin
8.8
Mpa顺纹抗压强度20.0MPaCompression
parallel
to
grain
20.0MPa横纹抗压强度
7.3MPaCompression
perpendicular
to
grain
7.3
MPa混凝土:Concrete:抗压强度20.7MPa-45MPaCompression
20.7
MPa
-45
MPa15顺纹Parallel
to
grainCompression
抗压强度横纹Perpendicular
to
grain强度取决于纹理方向:Strength
varies
due
to
graindirection:顺纹Parallel
to
grain横纹
Perpendicular
to
grain有角度纹理
Angle
to
grain木材的强度取决于不同的受力情况:Strength
varies
due
to
forces抗压强度
Compression拉力Tension弯曲度
BendingTension
拉力Shear
抗剪力抗剪力
Shear
Bending
弯曲度
木材的材性-含水率Wood
Properties–
Moisture
Content木材材性-含水率Wood
Properties
–
Moisture
Content木材材性-含水率Wood
Properties
–
Moisture
Content16木材材性-含水率的影响Wood
Properties
–
Moisture
Content
Effects木材材性-湿度的影响Wood
Properties
–
Moisture
Effects轻型木结构只要保持干燥,能够使用很久Wood
framing
kept
dry
can
lastindefini
y位于旧金山的一栋老房子已经250年了250
year
old
house
in
San
Francisco位于 的一栋老房子已经700年了700
year
old
house
in
Switzerland木材材性-湿度的影响Wood
Properties
–
Moisture
Effects湿度太大,温度和氧气会导致真菌快速繁殖和生长,从而引起腐蚀Too
mu oisture,
warmth
and
oxygen
will
cause
rapid
fungal
growth
and
decay右边的 是一栋15年的房屋Pictures
at
right
are
of
a
15
year
old
house在潮湿的木结构中严重的蚁害Significant
carpenter
ant
attack
was
also
present
in
wet
wood
areas木材材性-快速修复Wood
Properties
–
Easy
Repair被破坏的木结构部分可以方便的移除并替换新的结构,保证结构的防水性能和隔声性能Damaged
wood
can
be
easily
removed
and
replaced
to
return
building
to
structurally
sound
weatherproof
condition17木材的特性——含水率Wood
Characteristics
–
Moisture
Content含水率过高的木材会收缩,并且当含水率超过28%时木材会腐烂,因此建议所有结构用材料在闭合前的含水率在20%以下。As
woodwith
too
high
amoisturecontentwillshrink,
and
start
to
decay
at
fibre
saturation
of
28%,
it
is mended
that
all
structuralframing
lumber
have
a
moisture
content
ofunder
20%,
at
the
time
of
enclosure.作为建筑物结构的材料通常是经过窑干的。Wood
manufactured
for
use
as
structuralbuilding
components
is
usually
kiln
dried湿度计Moisture
Meter窑干KilnDry规格材简介——尺寸Dimension
lumber
-
Sizes结构规格材常用的尺寸Commonsizes
of
framing
lumber38×89
mm2×438×140
mm2×638×184
mm2×838×235
mm2×1038×286
mm2×12规格材简介——长度Dimension
lumber
-
Length结构用规格材的长度common
lengths
of
framing
lumber–2.4m至7.2m
,以约600mm递增2400mm
to
7200mm,
in
600mm
increments中国内地能买到的最长材料为6.1mThe
longest
material
available
in
China
is
6.1m常见长度:8英尺8
ft.10英尺10
ft.12英尺12
ft.14英尺14
ft.16英尺16
ft.18英尺18
ft.20英尺20
ft.2.44m3.05m3.66m4.27m4.88m5.49m6.10m规格材简介——Dimension
lumber
-
Grading•国家 系统Canada
National
Grading
System– 国家木材
机构National
Lumber
Grades
Authority– 木材
标准规定Standard
Grading
Rules
for
Canadian
Lumber视觉
与机械应力Visual
grading
&
machine
stress
rated
(MSR)18规格材简介——视觉Dimension
lumber
-
Grading是基于以下几点因素:visual
grading
for
strength
based
on:节疤的尺寸与位置size
andlocation
ofknots斜纹理slopeof
grain钝棱的数量amountofwane轮裂、端裂与干裂的尺寸size
of
shakes,
splits
and
checksP.26
–
P.38节疤Knot斜纹理Slope
of干裂Check钝棱Wane规格材简介——Dimension
lumber
-
Grading视觉Visual
Grading
Stamp机构树种等级含水率制材厂规格材简介——Dimension
lumber
-
Grading机构树种等级含水率
制材厂木材标准管理局National
Lumber
Grade
Authority(NLGA)
regulatory
authority
.
共有约15家木材定级机构Approx
Fifteen
grading
agenciesspread
across
the
country所有木材厂家都是木材标准会员All
the
lumber
manufacturers
are
members
of
NLGA机构规格材简介——Dimension
lumber
-
Grading具有相似特性的木材种类被划分为一类lumber
species
with
similarcharacteristics
are
grouped
together;花旗松-落叶松
(D.Fir-
L)Douglas
Fir
–
Larch
(D.Fir-L)铁杉-冷杉(Hem-fir)Hemlock
–
Fir
(Hem-fir)云杉-松-冷杉
(SPF)Spruce
–
Pine
–
Fir(SPF)北方树种
(Northern)Northern
Species
(Northern)树种等级含水率制材厂19机构树种规格材简介——Dimension
lumber
-
Grading视觉强度visualstrength
grades特选结构级材SSselect
structural
(SS)一级与二级材
No.1,No.2
(结构用材)No.1
&
No.2
(used
for
framing)三级材No.3等级含水率制材厂规格材简介——Dimension
lumber
-
Grading机构树种等级含水率moisture
content干材刨光S-DryS
–
Dry
(surfaced
dry)湿材刨光S-GrnS
–
Grn
(surfacedgreen
orwet)制材时的测定值measured
at
time
of
milling含水率制材厂木材材性Wood
Properties木材的7种等级7
Grades
of
Lumber图中等级从高到
Listed
from
strongest
to
weakest所有等级的木材在木结构房屋中都有不同的应用All
grades
have
applications
in
timber
construction规格材简介——Dimension
lumber
-
Grading机械应力
(MSR)machine
stress
rated
(MSR)每片材料均经负载测试each
piece
of
lumber
is
load
tested测定静曲强度与刚度determines
bending
strength
and
stiffness供高应力构件之用,例如桁架与工字梁used
in
highlystressed
components,such
astrusses
and
I-joists定级机构树种含水率弹性系数计算预计最终弯曲度锯木厂20木材材性Wood
Properties4种软木类型4
Groups
of
SoftwoodLumber
Categories从强到弱分类Listed
from
generally
from
strongest
to
weakest所有种类在不同建筑领域都有应用All
species
have
applications
in
timber
construction种类的选择必须符合强度需要和本地供应Choice
of
species
will
be
strength
requirements
andlocal
availability工程木产品简介Engineered
Wood
Products大截面的木材不易获取large
sections
of
wooddifficult
to
find可利用废弃材料use
wastematerial强度、刚度、外观strength,
stiffness,
appearance跨度长于规格材Longer
spansthandimensional
lumber尺寸稳定Dimensionally
Stabile剔除强度不佳部分weak
sections
of
wood
removed最大程度使用木材的品质produced
to
enhancequalities
of
wood工程木产品简介Engineered
Wood
Products胶合板Plywood定向刨花板OSB胶合木Glue-lam旋切木片胶合木LVL平行木片胶合木PSL层叠木片胶合木LSL胶合板PlywoodOSB胶合木Glue-lamLVLPSLLSL工程木简介Glued-
Laminated
TimberLaminated
Veneer
LumberWoodI-joistParallel
Strand
LumberLaminated
StrandLumber1900
1910
1920
1930
1940
1950
1960
1970
1980
1990
2000PlywoodParticrboardFiberboardOrientedStrandBoardMedium
Density
ThickOriented
工程木材产品的演变StrandBoard1900
1910
1920
1930
1940
1950
1960
1970
1980
1990
200021工程木简介层板胶合木(Glulam)层板胶合木目前已被广泛应用在木结构中,尤其是大型木结构工程。层板胶合木是将某些树种或树种组合的木材,加工成一定厚度的木板,经干燥、刨
加工,按一定的截面组坯方式平叠,施胶加压而成的木材产品。层板胶合木是经精心组坯的重组木材,其弹性模量的变异性一般小于目测定级或机械定级木材,且随截面层板数量的增加,变异性降低。工程木简介1.层板胶合木(Glulam)工程木简介结构胶合板Plywood结构胶合板由数层旋切或刨切的单板按一定规则铺放经胶合而成。单板的厚度一般不小于1.5mm,也不大于5.5mm。胶合板中心层两侧对称位置上的单板其木纹和厚度相一致,且由物理性能相似的树种木材制成,相邻单板的木纹相互垂直,表层板的木纹方向应与成品板的长度方向平行。结构胶合板的总厚度为2~30mm,板面尺
寸一般为2440mm×1220mm。22工程木简介单板层积材(LVL)LVL是将旋切成厚度2.5~4.5mm的单板多层平行施胶叠铺,加温加压而成。
生产的LVL所用树种或树种组合为花旗松、落叶松、黄柏、西部铁杉和云杉,北欧主要为挪威云杉。成品板厚度19
~
90mm,宽度63
~
1200mm,长度可达20m。含水率为10%。使用时可在成品板的宽度和长度方向进行切割,但不应在厚度方向上再做加工。做受弯构件时,一般均采用单板成侧列状态。工程木简介3.单板层积材(LVL)工程木简介平行木片胶合木(PSL)PSL是将旋切成的单板劈成木条施胶加温加压而成。
生产的PSL所用树种或树种组合同LVL。旋切片单板厚度为3.2mm,1.2m–2.4m长。PSL的力学性能可优于同树种制造的LVL,这是因为它在制作过程中剔除了质量差的木片条且木片条有足够的长度。工程木简介4.平行木片胶合木(PSL)23工程木简介定向刨花板(OSB)定向刨花板由切削成长度为100mm、厚度约为0.8mm、宽度为35mm以下的木片,施胶加压而成。表层木片的长度方向与成品板的长度方向一致。成品板的厚度为9.5
~28.5mm,板面尺寸亦为
2440mm×1220mm。在物理力学性能上与结构胶合板相比,湿胀较大,抗压强度偏低,轴向劲度较小。工程木简介OSB生产流程工程木简介层叠木片胶合木(LSL)LSL是将削成的薄木片均匀施胶,定向铺装加温加压而成。LSL采用的速生树种如阔叶树白杨为原料。削成木片的片厚0.9~1.3mm,宽度
13
~25mm,长度约为300mm。成品板材厚度140mm,宽度约
1.2m,长度约14.6m,含水率为6%~8%。使用时可在宽度和长度方向做切割。24工程木简介定向木片胶合木(OSL)OSL是定向刨花板技术的延伸,即仅是板的厚度增加,所用树种通常为白杨、黄杨或南方松。生产工艺类似于LSL。OSL胶合木有较高的抗剪强度,它的抗弯强度也高于同树种锯材。工程木简介木头妙!Wood
Is
Good完25262728外墙体结构Exterior
wall
Structure第八章Chapter
829要点/Key
Message:墙体的设计和建造必须满足下列功能:将建筑物的结构荷载传递到房屋基础上抵抗由
和风引起的水平荷载提供内墙和外墙装饰的背衬墙骨间距提供了填充保温棉的空腔Wall
systems
must
bedesigned
andconstructed
to
fulfill
thefollowing
functions:transfer
the
structural
loads
ofthebuilding
to
the
house
foundationresistlateral
loads
from
earthquakes
and
windsprovide
backing
for
interior
and
exterior
finishesspacing
of
studsprovides for
insulation
to
be
installed内容简介Agenda构件名称Component
names荷载传递Load
transfer过梁Lin托柱Jackstud转角背衬Corner
Backing内墙背衬Partition
Backing二层顶梁板Second
Top
Plate结构墙板(OSB)Structural
Wallpanel
(OSB)荷载传递附加墙骨Stud短柱Cripple
stud窗台梁Bottomwidow
sill窗上梁Top
widow
sill托柱Jackstud内墙背衬板Partition
backing两根托柱Double
cripple
stud二层顶梁板Second
top
plate过梁Lin开口宽度大于1.5m时,需使用两根托柱。
Double
cripple
stud
is
neededwhen
opening
width
is
greaterthan1.5m.406mm转角背衬板
Corner
backingJackstuds
to
be
on
the
same
layoutas
the
main
studs1.墙体结构——构件名称Wall
structure
–
Component
names首层顶梁板
top
plate1.墙体结构——构件名称Wall
structure
–
Component
names组合立柱做点荷载支撑
Built-up
post
forpoint
load
support.简单墙体结构Simple
Wall
Structure31荷载传导路径Load
Transferring2.墙体结构——荷载传导Wall
structure
–
Load
transfer过梁Lin过梁承担来自上方结构的荷载Lin
carriesthe
loadfrom
structures
above,
forStud
spacing
more
than600mm短柱
Cripple
stud荷载传导路径:二层顶梁板——顶梁板——过梁——短柱——地梁板Load
Transfer:
2nd
top
plate
–
top
plate
–
lin
--
jack
stud–
bottom
plate2.墙体结构——荷载传导Wall
structure–Load
transfer
集中荷载,荷载传递Point
load,
loadtransfer:双层顶梁板Double
top
plate二层墙骨2ndfloor
wall
studs底梁板Bottom
plateOSB楼板OSB
sub-floor垂直木块Vertical
compression
blocks首层双层顶梁板1st
floor
double
top
plates一层墙骨1st
floor
wall
studs底梁板Bottom
plate混凝土基础墙Concrete
foundation
wall混凝土基脚Concrete
footing10.土层Soil
layer在没有均布荷载分布的部位,比如组合梁式桁架或楼板梁等处,需要布置集中荷载进行支撑。Point
load
support
needed
whereever
thereis
a
non
uniformload,such
as,
abuilt
up
girder
truss
Orfloor
beam.关于点荷载,详见《施工指南》8-11页。See
GTGP
pg
8-11
formore
information
about
pointloads.3.墙体结构——过梁Wall
structure
–
Lin2片材料的过梁2-plylin3片材料的过梁3-ply
lin12mm
OSB过梁有多种尺寸,从38x89mm
到38x285mm。.过梁尺寸取决于所承担的荷载,需查跨度表确定,见施工指南第八章P.8-22。Lin
s
can
be
many
different
sizes,
from
38x89mm
to
38x285mm.
Must
use
the
use
the
span
tableto
size
the
lin
depending
on
the
load.
See
GTGP
Chapter
8,
P.244.123456-两片SPF规格材过梁两片SPF规格材过梁夹OSB三片SPF规格材过梁工程加工胶合木过/梁7Dimensional
SPF
2
ply
linDimensional
SPF
2ply
lin
with
OSB
spacerDimensional
SPF
3
ply
lin
Engineered
Glulam
lin
/beam旋切木片胶合木过梁(组合过梁)
LVL
lin
(built
up)平行木片胶合木过梁(很结实)
PSL
lin
(Very
strong)层叠木片胶合木适合较小负荷的应用
LSL
used
for
light
duty
applications3.各种常见过梁材料Different
types
of
common
lin
materials.324.墙体结构——托柱Wall
structure
–
Cripple
Stud开口宽度大于1.5mOpening
width
greater
than
1.5m开口宽度小于1.5mOpening
widthsmallerthan
1.5m墙体开口结构——双根托柱Wall
opening
structure
–
double
jack
stud墙体开口结构——单托柱Wall
opening
structure
–
single
jack
stud需单根托柱需双根托柱墙体结构——转角背衬Wall
structure
–
corner
backing转角背衬功能Functionof
corner
backing连接另一面外墙Fasten
the
exterior
wall内饰的背衬Backing
of
interior
finishes6.墙体结构——内隔墙背衬Wall
structure
–
Partition
backing38x89内隔墙38x89Partition
wall38x140内隔墙背衬板38x140Exterior
wall38x140
内墙背衬板38x140
Partition
backing内墙端部墙骨柱End
stud
of
partition
wall背衬挡块Short
blocks背衬挡块Short
blocks外墙墙骨柱Stud
of
exterior
wall内墙端部墙骨柱End
stud
of
partition
wall背衬挡块Ladder
blocks其它形式的内墙背衬Other
types
of
partition
backing外墙墙骨柱Stud
of
exterior
wall38x89内墙38x89Partitionwall6.墙体结构——内墙背衬Wall
structure
–
Partition
backing背衬挡块与内墙墙骨柱宽度相同
38x140外墙38x140ExteriorEnd
stud
&
blocks
are
wallsame
width337.墙体结构——二层顶梁板Wall
structure
–
Second
topplate二层顶梁板Second
top
plate二层顶梁板Second
top
plate该墙体抵住相邻墙体,根据相邻墙体的厚度第二块顶梁板会超出其厚度,横断相邻墙体上也盖有第二块顶梁板。The
wallthat
butt
into
the
other
will
have
it
s
secondtop
plate
project
past
ofthe
wall
by
the
thickness
of
the
adjacent
wall,
transversely
the
adjacent
wallwill
have
it
s
second
top
plateheld
back
by
the
wall
thickness
as
well.7.墙体结构——二层顶梁板Wall
structure
–
Second
top
plate内外墙交接位置Exterior
and
Partition
Wall
Intersection7.墙体结构——二层顶梁板Wall
structure
–
Second
topplate第二层顶梁板超出内隔墙的厚度和超出外墙的厚度一样。外墙上第二层顶梁板要留有空余,略宽于内墙厚度。Second
top
plate
on
interior
partition
wall
to
project
past
end
ofwall
bysame
amountas
the
thickness
of
exterior
wall.The
exterior
wallsecond
top
plate
to
have
a
gap
thatis
slightly
wider
the
interior
wall
width.8.墙体结构——结构OSB板Wall
structure
–
Structural
OSB
panelsOSB板或胶合板可用于外墙,为墙体与建筑体起到抗剪作用。未安装OSB或斜撑,建筑体受力减弱,在地震或暴风中会带来潜在。重点:OSB板厚度取决于龙骨间距。OSB与龙骨间钉连接至关重要,可以最大程度上起到抗剪作用。必须选用适用于外墙的OSB板,同时满足结构强度。
OSB
or
plywood
can
be
used
on
the
exterior
walls,to
provide
lateral
strength
to
the
walls
and
the
building
overall.With
out
OSB
or
diagonal
bracing
the
building
would
be
very
weak
and
could
potentially
fall
over
in
an
earthquake
or
storm.Important
points-Thickness
of
the
OSB
is
determined
by
the
spacing
ofthe
studs.-Nailing
of
OSB
to
studs
is
critically
important
to
provide
um
lateral
strength.-OSB
must
be
rated
for
exterior
use,
along
with
structurally
graded.OSB板厚度要求,详见《施工指南》
8-19页。See
GTGP
for
required
OSB
thickness
pg.
8-
19OSB板的背面盖有结构等级章Structural
grade
stamp
on
the
back
sideof
the
OSB34木头妙!Wood
Is
Good!完35363738外墙体施工Exterior
Wall
Construction第八章Chapter
839要点/Key
Message:墙体的设计和建造必须满足下列功能:将建筑物的结构荷载传递到房屋基础上抵抗由
和风引起的水平荷载提供内墙和外墙装饰的背衬墙骨间距提供了填充保温棉的空腔Wall
systems
must
bedesigned
andconstructed
to
fulfill
thefollowing
functions:transfer
the
structural
loads
ofthebuilding
to
the
house
foundationresistlateral
loads
from
earthquakes
and
windsprovide
backing
for
interior
and
exterior
finishesspacing
of
studsprovides for
insulation
to
be
installed内容简介Agenda在墙体梁板上标记墙骨柱位置Laying
out
studs
on
wall
plates在平台上拼装墙体-布钉样式Exterior
load
bearing
walls
-
Nailing
patterns墙体组装步骤Wall
assembly
procedure立起就位并临时固定Stand
up
and
temporarily
bracing外墙体封板的两种方法(立墙前或立墙后)Sheathing
exterior
wall
before
and
after
erection
(two
methods)钉接底板和地板框架Nail
through
bottom
plate
intofloor
framing二层顶梁板与墙体结构组合一起Locking
walls
together
with
2nd
top
plate立正墙体并校对垂直度Straightening
and
alignment
of
walls4.墙体不同部位的布置步骤Layoutprocedurefor
different
partsof
a
wall墙体梁板Wall
Plates梁板必须切割为准确的尺寸后才可以按布置图放置。Before
layoutof
the
plates
can
be
done,
the
plates
must
becut
to
the
correctlength.4.在墙体梁板上标记墙骨柱位置——外墙转角Laying
out
studs
on
wall
plates
-
Exterior
Corners第一步:标出所有转角点Step
one:
mark
out
corners414.在墙体梁板上标记墙骨柱位置——转角Laying
out
ofstuds
on
wall
plates
–
interiorwall
intersection第二步:定位并标出所有墙体交接点和荷载点Step
two:
Locate
and
layout
allwall
intersections
&
pointloads4.在墙体梁板上标记墙骨柱位置——开口Laying
out
studs
on
wall
plates
–
Opening窗开口宽度Opening
width第三步:标出所有门窗开口(到开口边沿)Step
three:Layout
all
window
and
doors
rough
openings,(to
edge
of
openings)4.在墙体梁板上标记墙骨柱位置——开口Laying
out
studs
onwall
plates
–
Opening窗开口宽度Opening
width附加墙骨柱King
Stud托柱Jack
stud第三步:标出所有门窗开口(到开口边沿)Step
three:
Layout
all
window
and
doors
rough
openings,
(toedge
of
openings)短柱Cripple
stud4.在墙体梁板上标记墙骨柱位置——墙骨和托柱布
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