建筑、结构专业图纸说明_All（中英对照）

建筑、结构专业图纸说明_All（中英对照）
建筑施工说明
InformationonBuildingConstruction
（本工程依据中华人民共和国国家标准进行设计）
(TheprojectisdesignedasperNationalStandardofPeople’sRe publicofChina.)
一.本工程是玻利维亚65吨/小时水泥粉磨系统中的一个单体,平面位置见总平面图，本单体结构的设计使用年限
为50年,结构的安全等级为二级。

I.TheprojectisaunitinBolivia65t/hcementpulverizingsystem,w hoseplanimetricpositionisdescribedingeneral
layout,anddesignlifeoftheunitstructureisfor50years,withgradeIIs ecuritylevel.
二.本工程±0.000为地质报告假定标高100.00m。

II.0±.00intheprojectreferstoassumedelevationof100.00Minth egeologicreport.
三.本工程是依据厂方所提供的工程地质报告进行土建设计的.抗震设防类别为丙类,抗震设防烈度为六度，生产火
灾危险性类别:戊;耐火等级:二级;环境类别:二b类。

III.Civildesignoftheprojectshallconformtoengineeringgeolog icreportprovidedbytheClient.Anti-seismicclass:C, seismicfortificationintensity:scaleVI,productionfirehazardclass:fif th,fire-
proofgrade:II,environmenttype:classII
b.
四.施工配合:
IVConstructionCoordination
本工程施工前,应核对相应工艺,设备,电气,给排水图纸，进行技术交底和图纸会审工作,完毕后方可施工。

Constructionshallnotstartuntiltechnicalinstructionsanddrawingc heckarecarriedoutintermsofcorresponding
process,equipment,electricalandwatersupply/drainagedrawings.
五.建筑做法:
V.Constructionapproach
1.防潮层:
1.Damp-proofcourse
防水砂浆防潮层:20厚1:2水泥沙浆掺5%避水浆，一般在-0.06标高处.(-0.06M标高处若有钢筋砼梁时,则可
不做防潮层.)
Damp-
proofcourseofwaterproofingmortar:withthicknessof20mm,morta rmixingproportionshallbe1:2(cementto
sand)mixedwith5%water-proofagentatusualelevationof-0.06(Thereisanyreinforcedconcretebeamat-0.06M,
damp-proofcourseshallnotbemade).
2.建筑墙体一般为砖墙,墙体的用砖标号及砌筑砂浆标号见结构施工说明,一般承重墙为240厚承重空心砖。

2.Generally,masonrywallbodyisofbrickwall,whosebrickmarks andmasonrymortarmarksaredescribedin structuralconstructioninstructions,andcommonload-bearingwallshallbemadeofload-bearinghollowbrickwith thicknessof240mm.
3.地面:
3.Ground
(1)本工程室内外高差一般为150.
(1)Intheproject,heightdifferenceinsideandoutsideofroomusu allyis150mm.
(2)地面做法:
(2)Approachtogroundwork
a.磨房地面：
a.Groundofmillingroom:
20厚1:2水泥砂浆,压实抹光;80厚C15砼;120厚碎石或碎砖夯实;素土夯实.
20mmthick,mortarshallbemadeofcementandsandatratioof1: 2,compactandfinish;80mmthick,C15
concrete;120mmthick,ramwithdetritusandbrickbat;ramwithp lainsoil.
b.变压器室、低压配电室及控制中心（控制中心另加抗静电活动地板）地面：
b.Groundoftransformerroom,low-voltageswitchingroomandcontrolcentre(anti-staticmovablefloorshallbe additionallyprovidedtocontrolcentre): 60厚C20混凝土，表面撒1:1水泥中粗砂压实抹光；
60mmthick,C20concrete,scattercementandmediumcoarsesa ndby1:1,compactandfinish;
撒绿豆砂一层粘牢；
Alayerofpeagravelisscatteredandcemented;
刷冷底子油一道，热沥青二道防潮层，厚2.0以上；
Brushwithonecoatofadhesivebitumenprimer,twocoatsofhot-mixasphaltaswater-proofcourse,with thicknessofover2.0mm;
60厚C15混凝土，表面撒1:1干水泥中粗砂压实抹光；
60mmthick,C15concrete,scatterdriedcementandmediumcoa rsesandby1:1,compactandfinish;
100厚碎石或碎砖夯实，灌1:5水泥砂浆；
100mmthick,ramwithdetritusandbrickbat,groutcementmort armixedatratioof1:5(cementtosand);
素土夯实。

Ramwithplainsoil.
2.楼面做法:
3.Approachtofloorwork
10厚1：2水泥沙浆；15厚1：3水泥沙浆找平层;捣制钢筋砼楼板,随捣随抹.
Forlevelingblanket,10mmthick,mortarismixedwithcementan dsandby1:2;15mmthick,mortarismixedwith cementandsandby1:3;pourreinforcedconcretefloor,plasterwhilevi brating.
4.外墙粉刷:
4.Externalwallplastering
(1)雨蓬,窗台,沿口,勒脚(高500),刷(喷)外墙涂料;2厚纸筋(麻刀)石灰粉面;15厚1:3石灰砂浆打底.
(1)Forraincover,windowsill,bindingedge,plinth(500mmhigh), brush(spray)painttoexternalwall;2mmthick, plasterwallwithpaperfiber(hempcut)lime;15mmthick,renderwith mortarmixedwithcementandsandinproportion
of1:3.
(2)其它均为混合砂浆粉刷:8厚1:1:6水泥石灰砂浆粉面;12厚1:1:6水泥石灰砂浆打底.
(2)Othersareplasteredbyblendedmortar:8mmthick,plasterwa llwithmixingmortarataratioof1:1:6(cement tolimetosand);12mmthick,renderwithmixingmortarinproportion of1:1:6(cementtolimetosand).
5.内墙粉刷:
4.Internalwallplastering
(1)变压器室、低压配电室及控制中心：
(1)Transformerroom,low-voltageswitchinghouseandcontrolcentre:
刷(喷)内墙涂料;2厚纸筋(麻刀)石灰粉面;
Brush(spray)painttointernalwall;2mmthick,plasterwallwithpa perpulp(hempcut)lime;
15厚1:3石灰砂浆打底.
15mmthick,renderwithmortarmixedataratioof1:3(limetosan
d).
(3)踢脚线做法一般同地面。

(3)Approachtomakingapronissimilartothattoground.
5.屋面
7.Roofcovering
a.结构找坡,无组织排水.
a.Makeslopetostructure,withoutorganizeddrainage.
b.磨房屋面为防水砂浆屋面：按25厚1:2水泥砂浆加3~5%防水剂,分两次粉,表面压光,刷素水泥浆一道;现捣
钢筋砼屋面板坡度2~3%；
b.Roofcoveringofmillroomshallbemadeofwater-proofingmortar:water-proofingagentshallbeaddedto 25mmthicknesssurfacepressedsmooth,paintacoatofplaince mentmortar;slopeofreinforcementconcreteroofslab cast-in-placeshallbeof2-3%;
c.变压器室、低压配电室及控制中心为刚性防水屋面：40厚C20细石混凝土，内配φ4双向钢筋，中距150，
粉平压光；洒细砂一层，再干铺纸胎油毡一层；20厚1:3水泥砂浆找平；现捣钢筋混凝土屋面板坡度2～3%。

c.Transformerroom,low-voltageswitchingroomandcontrolcentreshallhaverigidwaterproof roof:40mmthick,
C20fineaggregateconcrete,withφ4two-wayrebarinside,centredistanceof150mm;scatteralayeroffinesand, place
anisolationlayerofpaperbasefelt;20mmthick,levelingmortarmixe dwithcementandsandataratioof1:3;slopeof reinforceconcreteroofslabcast-in-placeonsiteshallbeof2-3%;
6m设置分隔缝，缝中钢筋必
须切
断，缝宽20，
≤
距
(用细石混凝土作保护层或刚性防水层时
，应
按纵横间
)
30mm，缝内嵌填密封材料。

与女儿墙之间
缝
留
(Incaseofusingfineaggregateconcreteasprotectivelayerorrigi dwaterprooflayer,joint,withwidthof20mm, shallbeprovidedatspaceof≤6mbothonlongitudinalandlatitudinal directions,rebarinsidejointshallbecut,ajoint
of30mmshallbeleftbetweentheisolationjointandparapetwall,ands ealingmaterialshallbefilledintojoint.)
3.平顶:
5.Flatroof
3~5%的刷(喷)平顶涂料;3厚细纸筋(麻刀)石灰粉面;8厚1:0.3:3水泥石灰膏砂浆;刷素水泥浆一道(内掺水重
107胶);捣制钢筋砼板。

Brush(spray)painttoflatroof;plasterwallwithfinepaperpulp(he mpcut)limeofthicknessof3mm;mixcement andlimeputtyandmortarby1:0.3:3withthicknessof8mm;brushaco atofplaingrout(107pastewith3-5%waterby weightismixedinto);castreinforcedconcreteslabs.
6.油漆:
6.Painting
,调和漆二度;刮腻子;防锈漆或红丹一度.
(1)钢门窗:颜色甲方自定
(1)Steeldoorandwindow:colorshallbedeterminedbyPartyA,tw ocoatsofready-mixpaint;scrapputty;onecoatof anticorrosionpaintorredlead.
;防锈漆或红丹一度.
(2)钢栏
杆,钢扶梯,银粉漆二度;刮腻子
(2)Forsteelhandrail,steelstairs,applytwocoatsofaluminumpo wderpaint;scrapputty;onecoatofanticorrosionpaint orredlead.
7.室外工程:
6.Exteriorworks:
;素土夯实,向外坡4%；
(1)散水：宽800,20厚1:2水泥砂浆抹面,压实抹光;60厚C15砼
(1)Apron:800mmwide,20mmthick,plastersurfacewithmixing mortarinproportionof1:2(cementtosand), compactandfinish;60mmthick,C15concrete,tampbyplainsoil,out wardslopeshallbeof4%;
;80~100厚C15号砼;200厚碎石灌M2.5
;素水泥浆一道
面
(2)斜坡：25厚1:2水泥砂浆抹出
60宽成深锯齿形表
混合砂浆;素土夯实(坡度按工程设计)
(2)Slope:25mmthick,plastertobedeepdentateshapedsurface withthicknessof60mmbymortarmixedataratio
of1:2(cementtosand);onecoatofplaingrout;80-
100thick,C15concrete;200mmthick,pourdetrituswithmixing mortar,M2.5;tampwithplainsoil(slopedesigninaccordancewiththe
project)
电施。

图
置见
风，具体位
电气室门窗均带纱窗，低压配电室外墙装轴流风机强制通
Allelectricalroomshallbeprovidedwithscreenwindows,axialflo wfanshallbemountedtoexternalwallof
low-
voltageswitchingroomtoforcedraft,whosespecificpositionsaredes cribedinelectricalconstructiondrawings. 梁配筋图 B eamreinforcementdrawing
柱配筋图C olumnreinforcementdrawing
F ormworklayout
模板平面图
S tructurelayout
结构平面图
梁底预埋吊钩P re-embeddedhookatthebottomofbeam
风钩H ookandeye
，
主次梁交接处箍筋加密，箍筋直径及肢数同梁内箍筋，每边三道Thickenhookedreinforcementatthejointofmainandsecondarybea m,diameterandlimbnumberofhooked reinforcementshallbesamewiththatofhookedreinforcementinside beam,threelimbsoneachside,
吊轨节点Nodeofoverheadrail
附加吊筋Additionalhangingsteelbar
双向钢筋外包Two-wayrebarhooped
（不）等高槽钢连接图
Connectiondrawingofsteelchannelwithdifferentheight 基础施工说明:Foundationconstructioninstructions
1本工程设计时依据甲方提供的地质勘探报告进行基础设计.基础设计等级为丙级，场地土类别为III类。

4.Foundationdesignoftheprojectcomplieswithgeologicexplo rationreportprovidedbypartyA.Foundationdesign
gradeshallbeC,andsitesoilisclassifiedtobeIII.
2本工程±0.00相当于地质报告假定标高100.00m
5.±0.00intheprojectisequivalenttorelativeelevationof100.00 Mingeologicreport.
3本工程框架柱基础及磨机基础均为天然地基基础。

柱下独基座落在未经扰动的3层碎石土上，承载力特征
值fak=250Kpa,超挖部分均以铺浆块石回填。

6.Intheproject,allfoundationsofframecolumnandpulverizerss hallbenaturalGround.Independentfoundationat columnfootshallbelocatedonundisturbedsoilaggregateof3layers, characteristicvalueofbearingcapacity
fak=250Kpa,allexcavatedpartsshallbebackfilledwithlayingslu rryandbricks.
4设备基础混凝土强度等级C30，垫层C10(素砼)。

框架柱梁板砼强度等级C30,地坑混凝土强度等级C30，防
水砼抗渗等级≥0.6Mpa。

7.Forequipmentfoundation,concretestrengthshallbeC30grad e,beddingshallbeofC10(plainconcrete).Concrete intensityofframecolumnbeam,beamandslabshallbegradeC30,con creteintensityofpitshallbegradeC30, impermeabilitygradewater-proofconcreteshallnotbelessthan0.6Mpa.
5防潮层以上，MU7.5承重空心砖,M5混合砂浆砌筑。

防潮层以下，MU10承重实心砖,M5水泥砂浆砌
筑。

8.Abovedamp-
proofcourse,bearingbrickwallisbuiltbyMU7.5bearinghollowbrick andM5compositemortar;under
damp-
proofcourse,itisbuiltbyMU10bearingsolidbrickandM5cementmo rtar.
6基础开挖后，请通知设计人员会同有关部门验槽。

9.Pleaseinformdesignertogetherwithrelevantdepartmentsof pitinspectionafterfoundationexcavation.
7避雷接地详见电施图。

沉降观测点做法详见《结构施工图设计总说明及附图》。

10.Lightningprotectiveearthingisdescribedindetailinelectrica ldrawing.Forsettlementobservation,refertoGeneral informationonStructureConstructionDrawingDesignandAttache dDrawings.
8未尽事宜请遵守国家有关规范规定。

11.Mattersnotmentionedhereinshallbeperformedaccordingt ostaterelativecodes.
附注:Note:
1、磨机基础采用大体积墩式基础。

12.Pulverizerfoundationshallbeoflargevolumepiertype.
2、基础混凝土强度等级C25，二次浇注采用C30细石混凝土。

13.ConcreteintensityoffoundationshallbegradeC25,groutsha llbeC30fineaggregateconcrete.
3、钢筋搭接长度35d,锚固长度42d。

14.Forrebar,itsoverlappinglengthis35d,anchoragelengthis42
d.
4、图中未注明钢筋为Φ22@150。

15.RebarnotindicatedindrawingshallbeofΦ22@150.
5、二次浇注厚度超过100时，需配置?6@200
16.Incaseofthicknessofgroutexceeding100mm,?6@200shall beprovided.
6、图中所注尺寸应与工艺图核对无误后方可施工。

17.Constructionshallnotstartuntilindicateddimensionindrawi ngischeckedtobecorrectwithprocessdrawing.
7、本图中所注标高均为一次浇注面标高。

悬挑板厚100，分布筋?6@200
18.Allelevationsindicatedinthedrawingshallbethoseofcasting .Cantileverslabshallbe100mmthick,distributionbar shallbeof?6@200.
7.构件钢材材质均采用Q235-B.型钢均采用普通热轧型。

8.SteelmaterialsofmembersshallbeofQ235-
Btype.Allsteelsectionsshallbeofcommonhot-rolledtype.
9.焊条采用E4315型.板采用5毫米花纹钢板。

7.ElectrodesshallbeofE4315type.Slabshallbecheckeredsheet withthicknessof5mm.
8.所有未注明的焊缝高度不小于构件厚度,且不小于6毫米.焊缝长度均为满焊。

8.Allweldingseamheightnotindicatedshallnotbelessthanme mberthickness,andnolessthan6mm.allwelding seamlengthshallbefullwelded.
9.铺设花纹钢板与每道梁须焊接,采用跳花焊,焊缝5厚,80长,净距100。

/doc/9417425771.html,ycheckeredpla tesandallsuchplatesandbeamsshallbetackwelded,with5mmthicks eam,80mmlongand
100mmcleardistance.
5.图中粗虚线表示斜撑位置。

埋件处局部地坪加厚。

5:Bolddashedlinesindrawingrefertopositionoftheinclinedsup port.Thickenpartialterraceofburiedmembers.
注：钢平台柱下基础持力层为回填土，要求分层夯实，压实系数大于0.94。

Note:Baseforce-bearingcourseundersteelplatformpostshallbeofback-
filling,whichrequiresoftampinginlayers, withcompactingcoefficientover0.94.
1.当锚筋长度大于梁（板）高度时应将锚筋尽可能伸足梁（板）后水平弯折，弯折后的水平长度在满足总长度的
前提下一般构造埋件不小于4d，受拉埋件不小于10d。

受拉埋件锚筋同时应满足弯折前的长度不小于0.45的总
锚长。

任何时候锚筋端部均不得外露。

1.Incaseofanchoragelengthlongerthanheightofbeam(slab),a nchorbarshallbeextendedintobeam(slab)asdeepas
possible,thenbuckleonflat.Providedthathorizontallengthafterbuc klingmeetstotallength,forcommonstructure
buriedmember,itshallnolessthan4d,forburiedmemberintension,it shallnolessthan10d.Lengthofanchorbarof buriedmemberintensionbeforebucklingshallnolessthantotalanch oragelengthof0.45.Allanchorbarendshallnot beexposedatanycircumstance.
2.材料：1)钢筋：Q235钢2)严禁采用冷加工钢筋。

3)焊条：当为手工电焊时，HPB235钢用E43型、HRB335
钢用E50型焊条，当采用埋弧压力焊时，可用与主体金属强度相适应的焊剂。

2.Materials:1)rebar:Q235steel2)coldworkedbarshallnotbeuse
d.3)Electrode:incaseofmanualelectricwelding,
HPB235steeluseE43electrode,HRB335steeluseE50electrode;i ncaseofsubmergedarcpressurewelding,flux correspondingtomainbodymetalintensityshallbeused.
3.钢筋与锚板的焊接应优先采用埋弧压力焊。

如应施工条件限制，
也可采用电弧焊。

埋件钢板表面需保证平整。

3.Weldingofrebarandanchorslabshallgiveprioritytosubmerge darcpressurewelding.Intheeventoflimitationof constructionconditions,arcweldingshallbeused.Surfaceofburied membersteelplateisrequiredtobeflatand
smooth.
19.在预埋件及与之相连构件安装完成后，预埋件外露部分需涂红丹两度，面漆一度。

8.Plasterwithtwocoatsofredlead,onecoatoffinishcoatforexpo sedpartsofembeddedmembersaftercompleting installationofembeddedpartsandmembersconnectedtoit.
吊轨节点大样
Detaildrawingsofoverheadrail
螺栓及钢板均为Q235B，焊条采用E4313～E4316型
AllboltsandsteelslabsshallbeofQ235B,electrodeshallbeofE43 13～E4316type.
螺栓均为普通螺栓，均用双螺帽
Allboltsshallbecommonbolts,withdoublenuts.
螺栓M30的垫板均为60x60x8，焊缝8mm，满焊。

AllbackingplatesofM30boltsshallbeof60x60x8,andfullwelded ,withweldinglineof8mm.
轨道上椭圆孔的长边与轨道长度方向平行，椭圆孔做法见右图。

Longsideofellipticalholeonrailshallparalleltoraillengthdirection,a ndapproachtoellipticalholeworkisdescribed inrightdrawing.
结构设计总说明GeneralInformationonStructuralDesign
I.IntroductiontoProject工程概况:
Theproject,withstructureofreinforcedconcreteframe,isaunitin Bolivia65t/hcementpulverizingsystem.本工程
是玻利维亚65吨/小时水泥粉磨系统中的一个单体，钢筋混凝土框架结构.
Theanti-seismicscaleofframeisclassIII,andthefloorisofbeam-slabstructure.框架抗震等级为三级。

楼板为梁
板结构。

II.DesignBasis设计依据:
(1)Naturalconditions自然条件:
10.basicwindpressure基本风压:WO=0.7kN/m 2;
11.geologicconditionsforproject工程地质条件:
classIIsite,basedonexplorationreportprovidedbyBolivia;0.00i nthepro jectiseq±uivalenttorelativeelevationof
9.Minthegeologicreport.:根据玻利维亚提供的勘探报告,II类场地，本工程±0.00相当于地质报告相对标高
10.M.
(2)TheprojectisdesignedasperNationalStandardofPeople’sR epublicofChina.本工程依据中华人民共和国国家
标准进行设计。

(3)Majorconstructionmaterials主要结构材料
6.Concretestrengthgrademaybedeterminedbynormalvalueof cubecompressivestrength,testedwith95%assurance bystandardmethodat28days’ageofcubicspecimenwithsidelengt hof150mmfabricatedandcuredasperstandard
method.混凝土强度等级可通过立方体抗压强度标准值来确定。

立方体抗压强度标准值是指按标准方法制作养护
的边长为150mm的立方体试件，在28天龄期用标准试验方法测的的具有95%保证率的抗压强度。

Normalvalueofconcretestrength混凝土强度标准值(N/mm 2) ConcreteStrengthGrade混凝土强度等级StrengthCategory
强度种类
C15C20C25C30
fck1013.416.720.1
f tk1.271.541.782.01
f ck--normalvalueofaxialcompressivestrengthforconcrete;混凝土轴心抗压强度标准值
f tk--axialtensilestrengthstandardforconcrete.混凝土轴心抗拉强度标准值
(1)bedding垫层:C10
(2)foundation基础:C20;
floorequipmentfoundation楼面设备基础:C20;
grout二次浇注层:C25(finestoneconcrete细石砼)
(3)beam,slabandstaircase梁,板,楼梯:C30
(4)columnandbeamofframe框架柱梁:C30
(5)overbeam,ringbeam,andstructuralcolumn过梁、圈梁、构造柱:C20
20.Rebar(Thenormalvalueofhotrolledrebarisdeterminedacco rdingtoyieldstrength,indicatedbyf yk)钢筋(热轧钢筋的强度标准值是根据屈服强度确定，用f yk表示)
22
Φ--HPB235fyk=235N/mmΦ--HRB335fyk=335N/mm
21.Electrodes焊条:
E43XXtypeisusedforHPB235rebarwelding,E50XXtypeisusedf orHRB335rebarwelding.E43XX型用于
HPB235钢筋焊接；E50XX型用于HRB335钢筋焊接
22.Bearingbrickwall承重砖墙:
abovedamp-
proofcourse,isbuiltbyMU7.5bearinghollowbrickandM5composit emortar;underdamp-proof
course,isbuiltbyMU10bearingsolidbrickandM5cementmorta r.防潮层以上，MU7.5承重空心砖,M5混合砂浆
砌筑。

防潮层以下，MU10承重实心砖,M5水泥砂浆砌筑。

III.Constructionrequirement构造要求:
(1)Netconcreteprotectionthicknessofforce-
bearingrebarisasfollows,andsuchthicknessshallbeenoughforload bearingrebardiameter:受力钢筋的混凝土净保护层厚度如下,且不小于受力钢筋直径:
9.Foundation基础:40mm
10.Beamcolumn梁柱:30mm
11.floor,roofslabandtread楼板屋面板楼梯板:20mm
Overbeamtable过梁表,
Netwidthofopening洞口净宽,
Cross-sectiondimension断面尺寸,
Lengthofoverbeam过梁长,
Mainreinforcement主筋,
Hoopedreinforcement箍筋;
Cross-sectiontype断面型式
(2)Rebaranchorage钢筋锚固:
Min.anchoragelengthofrebarintension受拉钢筋的最小锚固长度
Rebarcategory 钢筋类型
ConcreteStrengthgrade混凝土强度等级C15C20C25>C30
lalalala
HPB235rebar钢筋60d46d40d36d
HRB335Rebard<2550d40d35d31d
钢筋d>2555d45d40d35d
Note注:
/doc/9417425771.html,isthemin.anch oragelengthoftensilerebarofmemberswithouttakingearthquakee ffectscombinationinto
consideration.Intheproject,itreferssecondarybeamandfloor,a swellastread;la为不考虑地震作用组合的构件的受
拉钢筋的最小锚固长度,本工程指次梁楼板、楼梯.
/doc/9417425771.html,Eisthemin.anc
horagelengthoftensilerebarofmemberstakingearthquakeeffectsc ombinationintoaccount.In
theproject,itrefersbeamandcolumnofframe.ForclassIIIandIVanti-seism,laE=1.05la;laE为考虑地震作用组合
的构件的受拉钢筋的最小锚固长度,本工程指框架梁柱.对三，四级抗震等级，laE=1.05la；
24.Underanycircumstance,theanchoragelengthoftensilereba rshallnotbelessthan250mm;在任何情况下,受拉钢
筋的锚固长度不应小于250mm
25.HookshallbeadditionallyprovidedforHPB235rebarend.HP B235钢筋端部应另加弯钩.
(3)Rebarjoint钢筋接头:
12.Longitudinalrebarjointshallgiveprioritytomechanicaljoint orweldedjoint,andlongitudinalforce-bearingrebarof axialtensileandsmall-eccentrictensilemembersshallnotadopttied-upoverlappingjoint.纵向钢筋接头宜优先采用
机械连接或焊接接头，轴心受拉及小偏心受拉构件的纵向受力钢筋不得采用绑扎搭接接头。

13.Thejointsofforce-bearingrebarshallbesetatthepointbearinglessstress,whichshallbe staggeredoneanother.For thesectionrangefromcentreofanyjointto1.3timesofoverlappingle ngthwhenusingnon-weldedoverlappingjoint, andthesectionrangefromcentreofanyweldedjointto35timesofreb ardiameter,andnolessthan500mmwhenusing
weldedjoint,thepercentageofcrosssectionareaofforce-bearingrebarwithjointsaccountingfortotalcrosssectionarea offorce-bearingrebarshallcomplywiththefollowingtable:受力钢筋的接头位置应设在受力较小处
,接头应相
互
错
开,当采用非焊接的搭接接头时,从任一接头中心至1.3倍搭接长度的区段范围内,或当采用焊接接头时在任一焊接
接头中心至长度为钢筋直径的35倍且不小于500mm的区段范围内
,有接头的受力钢筋截面面积占受力钢筋总
截
面面积的百分率应符合下表规定
Jointtype接头型式
Intension受拉
U ndercompression
受压Beamandslab梁板类C olumn柱类
Tied-upoverlappingjoint
绑扎搭接接头
25%50%
Mechanicalorweldedjoint
机械或焊接接头
50%unlimited不限
14.Min.overlappinglengthoftied-upjointofforce-bearingrebar:受拉钢筋绑扎接头的最小搭接长度ll=ξla
Percentageofoverlappingjointareaforlongitudinalrebar
纵向钢筋搭接接头面积百分率
≤2550100
ξ1.21.41.6
Note注:
13.llisthemin.overlappinglengthofforce-bearingrebarofmemberwithoutconsiderationofearthquakeeffect combinationorwithclassIIIanti-
seism.Intheproject,itmeanssecondarybeamandfloor.l l为不考虑地震作用组合或
抗震等级为三级时构件的受拉钢筋的最小搭接长度,本工程指次梁楼板.
14.llEisthemin.overlappinglengthofforce-bearingrebarofmembertakingearthquakeeffectcombinationintoa ccount. Intheproject,itmeansbeamandcolumnofframe,llE=ξlaE.
l lE为考虑地震作用组合的构件的受拉钢筋的最小搭接长度,本工程指框架梁，柱,l lE=ξl aE
15.Inanycase,overlappinglengthofforce-bearingrebarshallnotbelessthan300mm.在任何情况下,受拉钢筋的搭接
长度不应小于300mm.
16.Incaseofforce-bearingrebardiameterd>28mm,non-weldedoverlappingjointshallnotbeadopted.受力钢筋直径
d>28mm时,不宜采用非焊接的搭接接头
(4)Foundationwork基础工程:describedindetailinfoundationconstruction详见基础施工说明.
(5)Cast-in-placeslabofreinforcedconcrete钢筋混凝土现浇板
26.Rangeofbottomrebarofslabextendingintobearingshallbel ongerthan5d,andnolessthan120mm.Hookshallbe additionallyprovidedtotheendforHPB235rebar,andtheendshallha venohookforHRB335rebar.板的底部钢筋伸
入支座>5d且不小于120mm,当HPB235钢筋时,端部另设弯钩;当HRB335钢筋时,端部不加弯钩。

27.Directhookshallbemountedtobothendsoftoprebar(negati verebar)inthemiddleofslabbearing,negative reinforcementofslabsidebearingshallbeextendedintobeamskinwi thprotectivelayerthicknessleft.Ifanchorage lengthsatisfiesminanchoragelengthoftensilerebar,directhooklen
gthisthesamewiththatofanotherend,ifnot, verticalsectionshallbeaddedtoitsendinordertomeetanchoragelen gth.ForHPB235rebar,hookshallbeadditionally providedtotheend.Incaseofwidersidebeams,constructaspermina nchoragelengthoftensilerebarordimension indicatedindrawings,withoutnecessaryfornegativerebartoextendi ntobeamskin.板的中间支座上部钢筋(负筋)两
端设直钩,板的边支座负筋一般应伸至梁外皮留保护层厚度,锚固长度如已满足受拉钢筋的最小锚固长度,直钩长
度同另一端,如不满足时,此端加垂直段至满足锚固长度.当HPB235钢筋时,端部另设弯钩.当边梁较宽时,负筋不必
伸至梁外皮,按受拉钢筋的最小锚固长度或图中注明尺寸施工。

28.Holes/openingsinslabshallbeleftinadvance,avoidingpunc hinganyhole/openinglater.Generalconstructionlayout onlyshowsholes/openingslargerthan300mm.Foreachtypeofwork duringconstruction,allholes/openingsshallbe leftinadvanceasperitsspecialdrawingsandincompliancewithcivilw orks,ifanyhole/openingislessthan300mm, rebarshallnotbeaddedtoholesides,reinforcementshallbearoundh olesideswithcontinuity;ifholedimensionis
largerthan300mm,reinforcementshallbeadditionallyprovidedtoh olesides.Constructinaccordancewith requirementsshowninlayout.Iflayouthasnosuchrequirement,com plywithfollowings:2piecesofreinforcements shallbeprovidedtoeachsideofhole,withsectionalareanolessthanre barareacutbyhole,andnolessthan2Φ12, withlengthoffullspanlengthalongforce-bearingdirectionofdirectionalslabandtwodirectionsofduplexslab, and
anchoredintobeam,andthereinforcementlengthatholealongnon-
forcebearingdirectionofdirectionalslabishole widthplusbothsidesof30dforeach.板上孔洞应预留,避免后凿.一般结构平面图中只示出洞口尺寸大于300mm之
孔洞,施工时各工种必须根据各专业图纸配合土建预留全部孔洞,当孔洞尺寸小于300mm时,洞边不再另加钢筋,板
筋由洞边绕过,不得截断;当洞口尺寸大于300mm时,应设洞边加筋,按平面图示出的要求施工,当平面图未交待时,
一律按如下要求:洞口每侧各2根,其截面积不得小于被洞口截断之钢筋面积,且不小于2Φ12,长度为单向板受力方
向以及双向板的两个方向沿跨度通长,并锚入梁内,单向板的非受力方向洞口加筋长度为洞宽加两侧各30d.
29.Forbottomrebaroftwo-wayslab,short-spanrebarshallbepositionedatlowerpart;long-spanrebarshallbeplacedat upperpart.双向板的底部钢筋,短跨钢筋置下排,长跨钢筋置上排。

30.Ifslabbottomisflushwithbeambottom,rebarinslabbottome xtendingintobeamshallbeplacedabovethefirstrow oflongitudinalrebaratbottomofthebeam.当板底与梁底平时，板底钢筋伸入梁内需置于梁下部第一排纵向钢筋之
上
(6)Frame框架:
15.Columnlongitudinalrebarjointshalladoptmechanicaljointo rweldedjoint,whichshallbestaggeredeveryotherone abovefloor.柱纵向钢筋接头采用机械连接或焊接接头,一般在楼板面以上每隔一根错开接头
16.Columnhoopedreinforcementshallusecompositehoop,an dallhoopedreinforcementsshallbeclosedtype,and
madeinto135°hook,andstraightlengthofhookendshallbenolessth an10d.柱子箍筋采用复合箍,箍筋均采用封
闭形式,并做成135°弯钩,弯钩端头直段长度不小于10d。

17.Whenanchoringcolumnlongitudinalrebar,inadditiontoanc horagelengthrequirements,lengthofstraightsectionof thehookshallnotbelessthan10d.柱纵向钢筋锚固时，除满足锚固长度要求外，尚应有不小于10d的直钩长度。

18.Columnshallbeconnectedwithbrickwallasperpositionsonc onstructiondrawings,2?6tierebarjointsshallbeleft
atintervalsof500mmalongcolumnheight(adjustedaccordingt oblockheight),andwithinwallwidth.Tierebarshall
beanchoredintocolumnby200mm,protruding1000mmoutofc olumnsurface,andlongerorequalto1/5walllength, withhooksonbothsides.柱子与砖墙的连接应按建筑施工图中位置,沿柱高每隔500mm(应按砌块高度调整)，墙宽
范围留出2?6拉结钢筋,拉结钢筋锚入柱内200mm,伸出柱外皮1000mm,并大于等于1/5墙长，两端加弯钩。

31.Whencolumnisconnectedwithcast-in-placeoverbeamofringbeamreinforcedconcreteband,correspondi ngrebar jointsshallbeleftinthecolumnandtherebarlengthshallbe40dbothi nsideandoutsideofcolumnaccordingtowall positionandreinforcementnotesinconstructiondrawingsforcorres pondingoverbeamofringbeambandordrawings.
柱子与圈梁钢筋混凝土腰带现浇过梁相连时,均应按建筑图中墙位置以及相应的圈梁腰带过梁配筋说明或图纸,由
柱子留出相应的钢筋,钢筋长度为柱子内外各40d。

IV.Others其他:
(1)Dimensionsintheprojectdrawingsshallbeinmm,andelevati onshallbeinm.本工程图示尺寸以毫米为单位，标
高以米为单位
(2)Settlementobservationshallbeperformedaccordingtorequ irementofspecificationduringmainprojectconstruction
andafteritscompletion.主体工程施工期间及工程竣工以后，应按规范要求进行沉降观测
(3)Lightningprotectionmeasuresaredescribedindetailinelectr icalconstructiondrawings.防雷措施详见电施图
V.Thepurposeandusingenvironmentofthestructureshallnotb echangedwithouttechnicalidentificationordesign permission.未经技术鉴定或设计许可，不得改变结构的用途和使用环境。

a
一）俄包装楼（GW）PackagingBuildingofRussi：
1、围护外层板采用YX25-205-820压型钢板；
YX25-205-
820profiledsteelplatetobeusedasexternalenclosuresheet;
2、围护板的颜色由业主另行确定；
ThecolorofenclosuresheettobedecidedotherwisebytheOwne r;
3、围护板的接缝方向应避开主要视角,当主风向明显时,应将屋面板搭接边朝向下风方向；
Thejointdirectionofenclosuresheetshallkeepawayfromthemaj orvisualangle.Incaseofadistinctmajorwind
direction,theoverlappingedgeofroofboardshallbearrangeddown wards.
19.所有构件表面必须认真除锈，涂红丹两道，刷防锈漆两道。

Rustmustbethoroughlyremovedfromthesurfacesofallcompo nentsinconjunctionwithtwolayersofredleadand twolayersofantirustpaint.
5、围护板安装的允许偏差应符合《门式刚架轻型房屋钢结构技术规程》CECS102:2002中的有关规定。

Theallowabletoleranceforinstallationofenclosuresheetmustc omplywithrelevantprovisionsofTechnical SpecificationsforSteelStructureofLight-
weightBuildingwithPortalRigidFrame(CECS102:2002).
A)本设计按钢结构设计规范(GB50017-2003)进行设计；
ThisdesigniscompletedinaccordancewithCodeforDesignofSt eelStructures(GB50017-2003);
B)材料：钢板及型钢为Q235钢，焊条为E43系列焊条；
Material:Q235steelforsteelplateandprofiledbar;E43Serieswel dingrods;
C)构件的拼接连接采用10.9级摩擦型连接高强度螺栓，连接接触面的处理采用钢丝刷清除浮锈；
Grade10.9friction-typeconnectinghigh-strengthboltsforoverlappingandconnectionofcomponents;rusto nthe connectioninterfacestoberemovedbysteelwirebrush;
D)柱混凝土强度等级为C30，锚栓为Q235钢；
ThestrengthofcolumnconcreteshallbeGradeC30,andanchorb oltsshallbeQ235steel;
E)图中未注明的角焊缝最小焊脚尺寸为6mm，一律满焊；
Theminimumfilletweldsizeofangleweldinglinesnotindicatedi nthedrawingshallbe6mm,andfullwelding
shallbeselected;
F)对接焊缝的焊缝质量不低于二级；
ThequalityofbuttweldinglinesshallnotbelessthanGradeII;
G)钢结构的制作和安装需按照钢结构工程施工及验收规范，(GB50205)的有关规定进行施工；
Thefabricationandinstallationofsteelstructuresmustcomplyw ithrelatedregulationsofCodeforAcceptanceof ConstructionQualityofSteelStructures(GB50205);
H)钢构件表面除锈后用两道红丹打底，构件的防火等级按建筑要求处理;
Thesurfacesofsteelcomponentsuponrustremovingmustbere nderedwithtwolayersofredlead,andthefire
ratingofcomponentsmustcomplywiththerelevantconstructio nrequirements;
I)压型钢板采用单层角驰Ⅲ型镀锌彩钢板,厚度0.5mm.
MonolayerTypeIIIgalvanizedcolor-coatedsteelplatestobeusedasprofiledsteelplates,0.5mmthick.
J)在钢结构单体施工图中,所有未注明的钢板切角均为20.
Intheshopdrawingofsteelstructureunit,allcuttinganglesofste elplatesnotindicatedshallbe20.
K)所有钢结构构件必须按1:1放样,待确定无误后方可下料制作施工.
Allcomponentsofsteelstructuresmustbelaidoutintheproporti onof1:1,andfeeding,fabricationand
constructioncannotcommenceuntilconfirmedasinerrable.
L)注：
Notes:
1.分仓缝做法：缝宽15中嵌胶泥
Constructionmethodofpartings:15mmwide,mortarplasteredi nside;
2.成品库地面做法:
Constructionmethodofthegroundofthefinishedproductstore house:
a)150厚C15素砼（表面撒1：1水泥砂子压实抹光）
150mmthickC15plainconcrete(cementandsandsprinkledont hesurfaceintheproportionof1:1aswell
ascompactionandtowelling)
b)300厚3:7级配砂石夯实
Compactionwith300mmthick3:7proportionedsandaggregat e
c)素土夯实Compactionwithplainsoil
6、回填土必须夯实，压实系数>0.94，深度为基底宽3倍。

Backfilledsoilmustbecompacted,withcompactioncoefficient >0.94;andthedepthshallbe3timesofthewidthof thefundus.
7、柱平法施工构造按《03G101-1》执行，在纵向钢筋接头区域箍筋间距为100。

ThebushingconstructionstructureshallcomplywiththeDrawin gMonographNo.03G101-1,andthehooping spacingintheverticalrebarconnectingzoneshallbe100mm.
8、花兰螺栓必须终拧张紧，SC-1与钢梁上翼缘下侧节点板连接
Turnbucklesmustbetightenedinfinaltwisting,withSC-
1connectedtothenodeplateunderthegirthofthesteel girder.
二）缅粉磨车间（XM）PulverizingWorkshopofBurma:
（1）梁、柱焊接要求（施工图中另有注明的按图施工）：
WeldingRequirementsforBeams&Columns(Shopdrawingsto bereferredif
detailsareindicatedthereon)
1、焊接质量要求:H型钢翼缘与翼缘的对接、腹板与腹板的对接以及翼缘与端板的全熔透对接焊缝采用二级焊缝,
其它焊缝均采用三级焊缝。

Weldingqualityrequirement:buttweldingbetweengirthsofH-typesteel,betweenstalkplates,aswellasfully-melt penetratedbuttweldingbetweenthegirthandtheendplate,withGra deIIweldingline;GradeIIIforotherwelding
lines;
2、钢梁焊缝型式及焊缝尺寸（m m）：
Type&Size(mm)ofWeldingLineofSteelGirder:
式：
a、当采用手工电弧焊或二氧化碳气体保护焊时采用下列焊缝形
Ifmanualarcweldingorcarbondioxidegasprotectionweldingis selected,thetypesofweldinglinesbelowshallbe adopted: 翼缘与翼缘腹板与腹板柱与底、顶板
BetweengirthsBetweenstalkplatesBetweencolumnandbotto m,topplate
腹板与连接板加劲肋与翼缘及腹板筋板连接
BetweenstalkplateandconnectionplateBetweenreinforcedrib andgirth,stalkplateReinforcedplateconnection 连接板加劲肋劲板ConnectionplateReinforcedribReinforcedplate
注：在翼缘与腹板焊接时，当翼缘厚度为6、8、10、12、14时，hf分别
为4、5、5、6、7。

Note:Duringweldingbetweengirthandstalkplate,hfisrespectiv elyas4,5,5,6,7ifthethicknessesofgirthsare6,8, 10,12,14.
b、当采用埋弧焊时采用下列焊缝形式
Thetypesofweldinglinesbelowtobeusedincaseofhiddenarcwe lding;
度hf≤；t
≤6mm时，焊缝高
3、施工图中除H型钢梁之外未注明的焊缝为角焊缝，当较薄板件的厚度
当较薄板件的厚度t＞6mm时，焊缝高度hf≤-t(1~2)。

AnyweldinglinenotindicatedintheshopdrawingexceptH-typesteelgirdershallbeangleweldingline.Ifthe thicknessofthinnersheetsisnotmorethan6mm,hf≤;t ifthethicknessismorethan6mm,hf≤-t(1~2);
（2）涂装PaintingApplication：。

1、钢构件涂装工程应在构件制作质量经检验符合标准后进行
Thepaintingapplicationofsteelcomponentsshallcommenceu ponthefabricationqualitymeasuresuptothequality checkstandard.
S t3级。

低于
2、所有钢构件均手工除锈，除锈等级应不
Manualrustremovingshallbeselectedforallsteelcomponents, withthegradenotlessthanGradeSt3.
3、柱脚底板底面,不允许涂漆或有油污，待安装完毕后
补涂。

Paintingoroilstainatthebottomofsoleplatesofcolumnfeetisno tallowed.Repairpaintingshallbecarriedout uponinstallation.
（3）备注Remarks：
1、所用钢材均为Q235B
Q235Bforallsteels;
高度为6mm
2、未注明连接方式为焊接，焊缝
Weldingforthoseconnectionsnotindicated,with6mmhighwel dingline;
3、钢平台面铺设6mm厚花纹钢板
6mmthickcheckeredsteelplatestobelaidonthesurfaceofsteelp latforms;
4、加劲肋应设在板格的短方向,加劲肋间距≤600
Reinforcedribstobesetontheshortersideofplategrid,withspaci ng≤600;
5、加劲肋-8x100
-8x100reinforcedribs
未注明的加劲肋厚度10mm,对称布置
Thethicknessofreinforcedribsnotindicatedshallbe10mm,sym metricallyarranged;
连接火山灰库钢平台平面
Connectionofplaneofsteelplatformofthepozzuolanastorehou se
柱顶板T opplateofcolumn
梁梁连接节点Beam-to-beamconnectionnode。