(最新)建筑、結(jié)構(gòu)專業(yè)圖紙說明All(中英對照)

1、建筑施工說明information on building construction（本工程依據(jù)中華人民共和國國家標準進行設(shè)計）(the project is designed as per national standard of peoples republic of china.)一.本工程是玻利維亞65噸/小時水泥粉磨系統(tǒng)中的一個單體,平面位置見總平面圖，本單體結(jié)構(gòu)的設(shè)計使用年限為 50年,結(jié)構(gòu)的安全等級為二級。i. the project is a unit in bolivia 65t/h cement pulverizing system, whose planimetric p

2、osition is described in general layout, and design life of the unit structure is for 50 years, with grade ii security level.二.本工程 0.000為地質(zhì)報告假定標高100.00m。ii. 0.00 in the project refers to assumed elevation of 100.00m in the geologic report.三.本工程是依據(jù)廠方所提供的工程地質(zhì)報告進行土建設(shè)計的.抗震設(shè)防類別為丙類,抗震設(shè)防烈度為六度，生產(chǎn)火災(zāi)危險性類別:戊; 耐

3、火等級:二級; 環(huán)境類別:二b類。iii. civil design of the project shall conform to engineering geologic report provided by the client. anti-seismic class: c, seismic fortification intensity: scale vi, production fire hazard class: fifth, fire-proof grade: ii, environment type: class ii b.四.施工配合:iv construction coor

4、dination本工程施工前,應(yīng)核對相應(yīng)工藝,設(shè)備,電氣,給排水圖紙，進行技術(shù)交底和圖紙會審工作,完畢后方可施工。construction shall not start until technical instructions and drawing check are carried out in terms of corresponding process, equipment, electrical and water supply/drainage drawings.五.建筑做法:v. construction approach1.防潮層:1. damp-proof course防水

5、砂漿防潮層:20厚1:2水泥沙漿摻5%避水漿，一般在-0.06標高處.(-0.06m標高處若有鋼筋砼梁時,則可不做防潮層.)damp-proof course of waterproofing mortar: with thickness of 20mm, mortar mixing proportion shall be 1:2 (cement to sand) mixed with 5% water-proof agent at usual elevation of -0.06 (there is any reinforced concrete beam at -0.06m, damp-p

6、roof course shall not be made).2.建筑墻體一般為磚墻,墻體的用磚標號及砌筑砂漿標號見結(jié)構(gòu)施工說明,一般承重墻為240厚承重空心磚。2. generally, masonry wall body is of brickwall, whose brick marks and masonry mortar marks are described in structural construction instructions, and common load-bearing wall shall be made of load-bearing hollow brick

7、with thickness of 240mm.3.地面:3. ground(1)本工程室內(nèi)外高差一般為150.(1) in the project, height difference inside and outside of room usually is 150mm. (2)地面做法:(2) approach to ground worka.磨房地面：a. ground of milling room:20厚1:2水泥砂漿,壓實抹光;80厚c15砼;120厚碎石或碎磚夯實;素土夯實.20mm thick, mortar shall be made of cement and sand

8、at ratio of 1:2, compact and finish; 80mm thick, c15 concrete; 120mm thick, ram with detritus and brickbat; ram with plain soil.b.變壓器室、低壓配電室及控制中心（控制中心另加抗靜電活動地板）地面：b. ground of transformer room, low-voltage switching room and control centre (anti-static movable floor shall be additionally provided to

9、 control centre):60厚c20混凝土，表面撒1:1水泥中粗砂壓實抹光；60mm thick, c20 concrete, scatter cement and medium coarse sand by 1:1, compact and finish;撒綠豆砂一層粘牢；a layer of pea gravel is scattered and cemented;刷冷底子油一道，熱瀝青二道防潮層，厚2.0以上；brush with one coat of adhesive bitumen primer, two coats of hot-mix asphalt as water

10、-proof course, with thickness of over 2.0mm;60厚c15混凝土，表面撒1:1干水泥中粗砂壓實抹光；60mm thick, c15 concrete, scatter dried cement and medium coarse sand by 1:1, compact and finish;100厚碎石或碎磚夯實，灌1:5水泥砂漿；100mm thick, ram with detritus and brickbat, grout cement mortar mixed at ratio of 1:5 (cement to sand);素土夯實。ra

11、m with plain soil.4.樓面做法:4. approach to floor work10厚1：2水泥沙漿；15厚1：3水泥沙漿找平層;搗制鋼筋砼樓板,隨搗隨抹.for leveling blanket, 10mm thick, mortar is mixed with cement and sand by 1:2; 15mm thick, mortar is mixed with cement and sand by 1:3; pour reinforced concrete floor, plaster while vibrating.5.外墻粉刷: 5. external

12、wall plastering(1)雨蓬,窗臺,沿口,勒腳(高500),刷(噴)外墻涂料;2厚紙筋(麻刀)石灰粉面;15厚1:3石灰砂漿打底.(1) for rain cover, window sill, binding edge, plinth (500mm high), brush (spray) paint to external wall; 2mm thick, plaster wall with paper fiber (hemp cut) lime; 15mm thick, render with mortar mixed with cement and sand in prop

13、ortion of 1:3.(2)其它均為混合砂漿粉刷:8厚1:1:6水泥石灰砂漿粉面;12厚1:1:6水泥石灰砂漿打底.(2) others are plastered by blended mortar: 8mm thick, plaster wall with mixing mortar at a ratio of 1:1:6 (cement to lime to sand); 12mm thick, render with mixing mortar in proportion of 1:1:6 (cement to lime to sand).6.內(nèi)墻粉刷:6. internal w

14、all plastering(1)變壓器室、低壓配電室及控制中心：(1) transformer room, low-voltage switching house and control centre:刷(噴)內(nèi)墻涂料;2厚紙筋(麻刀)石灰粉面;brush (spray) paint to internal wall; 2mm thick, plaster wall with paper pulp (hemp cut) lime;15厚1:3石灰砂漿打底.15mm thick, render with mortar mixed at a ratio of 1:3 (lime to sand)

15、.(3)踢腳線做法一般同地面。(3) approach to making apron is similar to that to ground.7.屋面7. roof coveringa.結(jié)構(gòu)找坡,無組織排水.a. make slope to structure, without organized drainage.b.磨房屋面為防水砂漿屋面：按25厚1:2水泥砂漿加35%防水劑,分兩次粉,表面壓光,刷素水泥漿一道;現(xiàn)搗鋼筋砼屋面板坡度23%；b. roof covering of mill room shall be made of water-proofing mortar: wate

16、r-proofing agent shall be added to 25mm thickness surface pressed smooth, paint a coat of plain cement mortar; slope of reinforcement concrete roof slab cast-in-place shall be of 2-3%;c.變壓器室、低壓配電室及控制中心為剛性防水屋面：40厚c20細石混凝土，內(nèi)配4雙向鋼筋，中距150，粉平壓光；灑細砂一層，再干鋪紙?zhí)ビ蜌忠粚樱?0厚1:3水泥砂漿找平；現(xiàn)搗鋼筋混凝土屋面板坡度23%。c. transformer

17、room, low-voltage switching room and control centre shall have rigid waterproof roof: 40mm thick, c20 fine aggregate concrete, with4 two-way rebar inside, centre distance of 150mm; scatter a layer of fine sand, place an isolation layer of paper base felt; 20mm thick, leveling mortar mixed with cemen

18、t and sand at a ratio of 1:3; slope of reinforce concrete roof slab cast-in-place on site shall be of 2-3%;(用細石混凝土作保護層或剛性防水層時，應(yīng)按縱橫間距6m設(shè)置分隔縫，縫中鋼筋必須切斷，縫寬20，與女兒墻之間留縫30mm，縫內(nèi)嵌填密封材料。)(in case of using fine aggregate concrete as protective layer or rigid waterproof layer, joint, with width of 20mm, shall b

19、e provided at space of 6m both on longitudinal and latitudinal directions, rebar inside joint shall be cut, a joint of 30mm shall be left between the isolation joint and parapet wall, and sealing material shall be filled into joint.)8.平頂:8. flat roof刷(噴)平頂涂料;3厚細紙筋(麻刀)石灰粉面;8厚1:0.3:3水泥石灰膏砂漿;刷素水泥漿一道(內(nèi)摻

20、水重35%的107膠);搗制鋼筋砼板。brush (spray) paint to flat roof; plaster wall with fine paper pulp (hemp cut) lime of thickness of 3mm; mix cement and lime putty and mortar by 1:0.3:3 with thickness of 8mm; brush a coat of plain grout (107 paste with 3-5% water by weight is mixed into); cast reinforced concrete

21、 slabs. 9.油漆:9. painting(1)鋼門窗:顏色甲方自定,調(diào)和漆二度;刮膩子;防銹漆或紅丹一度.(1) steel door and window: color shall be determined by party a, two coats of ready-mix paint; scrap putty; one coat of anticorrosion paint or red lead.(2)鋼欄桿,鋼扶梯,銀粉漆二度;刮膩子;防銹漆或紅丹一度.(2) for steel handrail, steel stairs, apply two coats of alum

22、inum powder paint; scrap putty; one coat of anticorrosion paint or red lead.10.室外工程:10. exterior works:(1)散水：寬800,20厚1:2水泥砂漿抹面,壓實抹光;60厚c15砼;素土夯實,向外坡4%；(1) apron: 800mm wide, 20mm thick, plaster surface with mixing mortar in proportion of 1:2 (cement to sand), compact and finish; 60mm thick, c15 conc

23、rete, tamp by plain soil, outward slope shall be of 4%;(2)斜坡：25厚1:2水泥砂漿抹出60寬成深鋸齒形表面;素水泥漿一道;80100厚c15號砼;200厚碎石灌 m2.5混合砂漿;素土夯實(坡度按工程設(shè)計)(2) slope: 25mm thick, plaster to be deep dentate shaped surface with thickness of 60mm by mortar mixed at a ratio of 1:2 (cement to sand); one coat of plain grout; 80

24、-100 thick, c15 concrete; 200mm thick, pour detritus with mixing mortar, m2.5 ; tamp with plain soil (slope design in accordance with the project)電氣室門窗均帶紗窗，低壓配電室外墻裝軸流風機強制通風，具體位置見電施圖。all electrical room shall be provided with screen windows, axial flow fan shall be mounted to external wall of low-vol

25、tage switching room to force draft, whose specific positions are described in electrical construction drawings.梁配筋圖beam reinforcement drawing柱配筋圖column reinforcement drawing模板平面圖formwork layout結(jié)構(gòu)平面圖structure layout梁底預(yù)埋吊鉤pre-embedded hook at the bottom of beam風鉤hook and eye主次梁交接處箍筋加密，箍筋直徑及肢數(shù)同梁內(nèi)箍筋，每邊三

26、道，thicken hooked reinforcement at the joint of main and secondary beam, diameter and limb number of hooked reinforcement shall be same with that of hooked reinforcement inside beam, three limbs on each side,吊軌節(jié)點 node of overhead rail附加吊筋 additional hanging steel bar雙向鋼筋外包 two-way rebar hooped（不）等高槽鋼

27、連接圖 connection drawing of steel channel with different height 基礎(chǔ)施工說明:foundation construction instructions1本工程設(shè)計時依據(jù)甲方提供的地質(zhì)勘探報告進行基礎(chǔ)設(shè)計.基礎(chǔ)設(shè)計等級為丙級，場地土類別為iii類。1. foundation design of the project complies with geologic exploration report provided by party a. foundation design grade shall be c, and site soi

28、l is classified to be iii.2 本工程0.00相當于地質(zhì)報告假定標高100.00m2. 0.00 in the project is equivalent to relative elevation of 100.00m in geologic report.3 本工程框架柱基礎(chǔ)及磨機基礎(chǔ)均為天然地基基礎(chǔ)。柱下獨基座落在未經(jīng)擾動的 3 層碎石土上，承載力特征值fak=250kpa,超挖部分均以鋪漿塊石回填。3. in the project, all foundations of frame column and pulverizers shall be natural

29、 ground. independent foundation at column foot shall be located on undisturbed soil aggregate of 3 layers, characteristic value of bearing capacity fak=250kpa, all excavated parts shall be backfilled with laying slurry and bricks.4設(shè)備基礎(chǔ)混凝土強度等級c30，墊層c10(素砼)?？蚣苤喊屙艔姸鹊燃塩30,地坑混凝土強度等級c30，防水砼抗?jié)B等級0.6mpa。4.

30、for equipment foundation, concrete strength shall be c30 grade, bedding shall be of c10 (plain concrete). concrete intensity of frame column beam, beam and slab shall be grade c30, concrete intensity of pit shall be grade c30, impermeability grade water-proof concrete shall not be less than 0.6mpa.5

31、防潮層以上，mu7.5承重空心磚, m5 混合砂漿砌筑。防潮層以下，mu10承重實心磚, m5水泥砂漿砌筑。5. above damp-proof course, bearing brickwall is built by mu7.5 bearing hollow brick and m5 composite mortar; under damp-proof course, it is built by mu10 bearing solid brick and m5 cement mortar.6基礎(chǔ)開挖后，請通知設(shè)計人員會同有關(guān)部門驗槽。6. please inform designer t

32、ogether with relevant departments of pit inspection after foundation excavation.7避雷接地詳見電施圖。沉降觀測點做法詳見結(jié)構(gòu)施工圖設(shè)計總說明及附圖。7. lightning protective earthing is described in detail in electrical drawing. for settlement observation, refer to general information on structure construction drawing design and attac

33、hed drawings. 8未盡事宜請遵守國家有關(guān)規(guī)范規(guī)定。8. matters not mentioned herein shall be performed according to state relative codes.附注:note:1、磨機基礎(chǔ)采用大體積墩式基礎(chǔ)。1. pulverizer foundation shall be of large volume pier type.2、基礎(chǔ)混凝土強度等級c25，二次澆注采用c30細石混凝土。2. concrete intensity of foundation shall be grade c25, grout shall be

34、 c30 fine aggregate concrete.3、鋼筋搭接長度35d,錨固長度42d。3. for rebar, its overlapping length is 35d, anchorage length is 42d.4、圖中未注明鋼筋為22150。4. rebar not indicated in drawing shall be of22150.5、二次澆注厚度超過100時，需配置62005. in case of thickness of grout exceeding 100mm, 6200 shall be provided.6、圖中所注尺寸應(yīng)與工藝圖核對無誤后方可

35、施工。6. construction shall not start until indicated dimension in drawing is checked to be correct with process drawing.7、本圖中所注標高均為一次澆注面標高。懸挑板厚100，分布筋 62007. all elevations indicated in the drawing shall be those of casting. cantilever slab shall be 100mm thick, distribution bar shall be of 6200.1. 構(gòu)件

36、鋼材材質(zhì)均采用q235-b.型鋼均采用普通熱軋型。1. steel materials of members shall be of q235-b type. all steel sections shall be of common hot-rolled type.2. 焊條采用e4315型.板采用5毫米花紋鋼板。2. electrodes shall be of e4315 type. slab shall be checkered sheet with thickness of 5mm.3. 所有未注明的焊縫高度不小于構(gòu)件厚度,且不小于6毫米.焊縫長度均為滿焊。3. all weldin

37、g seam height not indicated shall not be less than member thickness, and no less than 6mm. all welding seam length shall be full welded.4. 鋪設(shè)花紋鋼板與每道梁須焊接,采用跳花焊,焊縫5厚,80長,凈距100。4. lay checkered plates and all such plates and beams shall be tack welded, with 5mm thick seam, 80mm long and 100mm clear dis

38、tance.5. 圖中粗虛線表示斜撐位置。埋件處局部地坪加厚。5: bold dashed lines in drawing refer to position of the inclined support. thicken partial terrace of buried members.注：鋼平臺柱下基礎(chǔ)持力層為回填土，要求分層夯實，壓實系數(shù)大于0.94。note: base force-bearing course under steel platform post shall be of back-filling, which requires of tamping in laye

39、rs, with compacting coefficient over 0.94.1.當錨筋長度大于梁（板）高度時應(yīng)將錨筋盡可能伸足梁（板）后水平彎折，彎折后的水平長度在滿足總長度的前提下一般構(gòu)造埋件不小于4d，受拉埋件不小于10d。受拉埋件錨筋同時應(yīng)滿足彎折前的長度不小于0.45的總錨長。任何時候錨筋端部均不得外露。1. in case of anchorage length longer than height of beam (slab), anchor bar shall be extended into beam (slab) as deep as possible, then b

40、uckle on flat. provided that horizontal length after buckling meets total length, for common structure buried member, it shall no less than 4d, for buried member in tension, it shall no less than 10d. length of anchor bar of buried member in tension before buckling shall no less than total anchorage

41、 length of 0.45. all anchor bar end shall not be exposed at any circumstance.2.材料：1)鋼筋：q235鋼 2)嚴禁采用冷加工鋼筋。 3)焊條：當為手工電焊時，hpb235鋼用e43型、hrb335鋼用e50型焊條，當采用埋弧壓力焊時，可用與主體金屬強度相適應(yīng)的焊劑。2. materials: 1) rebar: q235 steel 2) cold worked bar shall not be used. 3) electrode: in case of manual electric welding, hpb2

42、35 steel use e43 electrode, hrb335 steel use e50 electrode; in case of submerged arc pressure welding, flux corresponding to main body metal intensity shall be used.3.鋼筋與錨板的焊接應(yīng)優(yōu)先采用埋弧壓力焊。如應(yīng)施工條件限制，也可采用電弧焊。埋件鋼板表面需保證平整。3. welding of rebar and anchor slab shall give priority to submerged arc pressure wel

43、ding. in the event of limitation of construction conditions, arc welding shall be used. surface of buried member steel plate is required to be flat and smooth.4.在預(yù)埋件及與之相連構(gòu)件安裝完成后，預(yù)埋件外露部分需涂紅丹兩度，面漆一度。4. plaster with two coats of red lead, one coat of finish coat for exposed parts of embedded members af

44、ter completing installation of embedded parts and members connected to it.吊軌節(jié)點大樣detail drawings of overhead rail螺栓及鋼板均為q235b，焊條采用e4313e4316型all bolts and steel slabs shall be of q235b, electrode shall be of e4313e4316 type.螺栓均為普通螺栓，均用雙螺帽all bolts shall be common bolts, with double nuts.螺栓m30的墊板均為60x

45、60x8，焊縫8mm，滿焊。all backing plates of m30 bolts shall be of 60x60x8, and full welded, with welding line of 8mm. 軌道上橢圓孔的長邊與軌道長度方向平行，橢圓孔做法見右圖。long side of elliptical hole on rail shall parallel to rail length direction, and approach to elliptical hole work is described in right drawing.結(jié)構(gòu)設(shè)計總說明general in

46、formation on structural designi. introduction to project工程概況:the project, with structure of reinforced concrete frame, is a unit in bolivia 65t/h cement pulverizing system. 本工程是玻利維亞65噸/小時水泥粉磨系統(tǒng)中的一個單體，鋼筋混凝土框架結(jié)構(gòu).the anti-seismic scale of frame is class iii, and the floor is of beam-slab structure. 框架抗

47、震等級為三級。樓板為梁板結(jié)構(gòu)。ii. design basis設(shè)計依據(jù): (1) natural conditions自然條件: 1. basic wind pressure基本風壓: wo=0.7kn/m2; 2. geologic conditions for project工程地質(zhì)條件: class ii site, based on exploration report provided by bolivia; 0.00 in the project is equivalent to relative elevation of 100.00m in the geologic repor

48、t.:根據(jù)玻利維亞提供的勘探報告,ii類場地，本工程0.00相當于地質(zhì)報告相對標高100.00m.(2) the project is designed as per national standard of peoples republic of china. 本工程依據(jù)中華人民共和國國家標準進行設(shè)計。(3) major construction materials主要結(jié)構(gòu)材料1. concrete strength grade may be determined by normal value of cube compressive strength, tested with 95% as

49、surance by standard method at 28 days age of cubic specimen with side length of 150mm fabricated and cured as per standard method. 混凝土強度等級可通過立方體抗壓強度標準值來確定。立方體抗壓強度標準值是指按標準方法制作養(yǎng)護的邊長為150mm的立方體試件，在28天齡期用標準試驗方法測的的具有95%保證率的抗壓強度。normal value of concrete strength混凝土強度標準值(n/mm2)strength category強度種類concrete

50、strength grade混凝土強度等級c15c20c25c30fck1013.416.720.1ftk1.271.541.782.01fck - normal value of axial compressive strength for concrete; 混凝土軸心抗壓強度標準值ftk - axial tensile strength standard for concrete. 混凝土軸心抗拉強度標準值(1) bedding墊層: c10 (2) foundation基礎(chǔ): c20; floor equipment foundation樓面設(shè)備基礎(chǔ): c20; grout二次澆注層:

51、 c25 (fine stone concrete細石砼)(3) beam, slab and staircase梁,板,樓梯: c30 (4) column and beam of frame框架柱梁: c30 (5) over beam, ring beam, and structural column過梁、圈梁、構(gòu)造柱: c203. rebar (the normal value of hot rolled rebar is determined according to yield strength, indicated by fyk) 鋼筋(熱軋鋼筋的強度標準值是根據(jù)屈服強度確定，用

52、fyk表示)-hpb235 fyk=235 n/mm2-hrb335 fyk=335n/mm24. electrodes焊條: e43xx type is used for hpb235 rebar welding, e50xx type is used for hrb335 rebar welding. e43xx型 用于hpb235鋼筋焊接；e50xx型 用于hrb335鋼筋焊接5. bearing brickwall承重磚墻: above damp-proof course, is built by mu7.5 bearing hollow brick and m5 composite

53、mortar; under damp-proof course, is built by mu10 bearing solid brick and m5 cement mortar. 防潮層以上，mu7.5承重空心磚, m5 混合砂漿砌筑。防潮層以下，mu10承重實心磚, m5水泥砂漿砌筑。iii. construction requirement構(gòu)造要求:(1) net concrete protection thickness of force-bearing rebar is as follows, and such thickness shall be enough for load

54、bearing rebar diameter: 受力鋼筋的混凝土凈保護層厚度如下,且不小于受力鋼筋直徑:1. foundation基礎(chǔ): 40mm 2. beam column梁柱: 30mm 3. floor, roof slab and tread樓板屋面板樓梯板: 20mm over beam table過梁表, net width of opening洞口凈寬, cross-section dimension斷面尺寸, length of over beam過梁長, main reinforcement主筋,hooped reinforcement箍筋; cross-section t

55、ype斷面型式(2) rebar anchorage鋼筋錨固:min. anchorage length of rebar in tension受拉鋼筋的最小錨固長度rebar category鋼筋類型concrete strength grade混凝土強度等級c15c20c25c30lalalalahpb235 rebar鋼筋60d46d40d36dhrb335 rebar鋼筋d2555d45d40d35dnote注: 1. la is the min. anchorage length of tensile rebar of members without taking earthquak

56、e effects combination into consideration. in the project, it refers secondary beam and floor, as well as tread; la為不考慮地震作用組合的構(gòu)件的受拉鋼筋的最小錨固長度,本工程指次梁樓板、樓梯. 2. lae is the min. anchorage length of tensile rebar of members taking earthquake effects combination into account. in the project, it refers beam

57、and column of frame. for class iii and iv anti-seism, lae= 1.05la; lae為考慮地震作用組合的構(gòu)件的受拉鋼筋的最小錨固長度,本工程指框架梁柱.對三，四級抗震等級，lae= 1.05la ；3. under any circumstance, the anchorage length of tensile rebar shall not be less than 250mm; 在任何情況下,受拉鋼筋的錨固長度不應(yīng)小于250mm4. hook shall be additionally provided for hpb235 rebar end. hpb235鋼筋端部應(yīng)另加彎鉤.(3) rebar joint鋼筋接頭:1. longitudinal rebar joint shall give priority to mechanical joint or welded joint, and longitudinal force-bearing rebar of axial tensile and small-eccentric tensile members