钢筋混凝土建筑术语和定义.pdf

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1、 1 -.2005 2 :,1.,(08).,.(.17)-;:.,-.(.89),.,.(.10,11)-.-:.1:,-,3898:1997 -.,1992;-2:.1:.2.2005.2009.,5.,-.,2005 3 1.2.3.4.5.6.7.8.9.10.11.12.13.4_ .2005.1.1.1.,-.1.2.,-5.03.0102-,-,-,.2.-:.,1980.4.21298 .-.4.25094 .-.115999 .-.5 10060.095.1018090.-.12730.078.-,.1810586.2582083 .882994 .,-.5.03.0102

2、.3898:1997 .-.5.01.0199 .103596 .3.-,.4.1:596 .,.310.481.-.,1979.6.-.,1997.-.,1984.,1984.,.:,1991.:,1990.:,2002.-.,2005.198 2.03.0184*.,1998.75 5.1:,-en anchor 5.2:-,().en reinforcement 5.3 :,-en constructive re-inforcement 5.4 :,en principal rein-forcement(main)5.5 :(,-),en confinement reinforcemen

3、t 5.6 :,-,en rigid rein-forcement 5.7 :-,en reinforcement article 5.8 :,-,(),-en reinforcement work 5.9 :-,(,-,),en reinforcement element 5.10:en reinforcement 5.11 :,-en prestressed re-inforcement 85.12 :-,en reinforcement frame 5.13 :,-,S ,-(/2),S240 en reinforcement class 5.14,:-,-,-,-,-en reinfo

4、rcement demands 5.15 :-:,-,en reinforcement steel mechani-cal properties 5.16 :,-,-:-fl,;-flk,-0,95,-f;-,-0,95;fd,-1.1 1.2 -en reinforcement steel strength characteristics 5.17 fwd:fd en lateral rein-forcement rated strength 5.18 -:,-0,95 en high-strength strained rein-forcement stan-dard strength 9

5、5.19 :,-,1,2 en strained rein-forcement rated strength 5.20 :-200/2,190/2 en reinforcement elasticity mod-ulus 5.21 :-,5.03.0102 en reinforcement anchoring length 5.22 -:,:0,max+0,9kfpk,0,max 0,3kfpk,0,max -;,;fpk ;k=0,9 ,k=0,8 en reinforcement prestress value 5.23 :,-;,-en reinforcement prestress l

6、osses 5.24 :-,-,en nonmetallic re-inforcement 5.25 :,.,.,.,-,.-3,7,19,37,2,3,7.-:3,7,19,37 en reinforcement rope 105.26:,-(-).-1015%;50%en cohesion 5.27 :.,-.5.03.0102 -,0,010,025%.-,en reinforcement factor 5.28 :,-.1,0 2,0 en dynamics factor5.29 :-()-.-,en concrete dy-namic strength factor 5.30 -:1

7、.-0,0000070,000015,0,000012.-.-30 100 -.-,-,en linear tempera-ture deforma-tion factor 115.31 ():-.5.03.0102 :1,8;-1,5.1,0 en concrete safety factor(particu-lar)5.32 ():.5.03.0102 1,1;1,2 en reinforcement safety factor(particular)5.33 :,.,-,-11,6.,-0,9.,-,-,-en loading reliabil-ity factor 5.34 :-,-.

8、(I,II,III),-1,0;0,95 0,9.-,-en purpose reli-ability factor 5.35 :,-,-.,-.-.,-.,-5.03.0102 en reinforcement tension accu-racy factor 125.36 :-,-,.en performance working factor 6 6.1:,-,-,-,-en concrete 6.2 :-,-en construction concretes 6.3 :,-en special con-cretes 6.4 :,-en heat-insulating concretes

9、6.5 :,-en heat-resistant concretes 6.6 :,-en chemically re-sistant con-cretes 6.7 :-,-en staining con-cretes 6.8 :,-en decorative con-cretes 6.9 -:-,-en radiation pro-tective con-cretes 6.10 :-,en road concretes 6.11 :,-en hydrotechnical concretes 136.12 :,-en cement binder concretes 6.13 :,-(,)-(,)

10、en lime binder concretes 6.14 :,-,-en gypsum binder concretes 6.15 :,-(,-)en slag and ashes binder con-cretes 6.16:-,en concrete poly-mers 6.17:-,-,en polymer con-cretes 6.18 -:,-en cement-polymer con-cretes 6.19 :,-en deuce aggregate concretes 6.20 :,-,en porous aggre-gate concretes 6.21 :,-(-,-)en

11、 organic aggre-gate concretes 6.22 :en fine grained concretes 6.23 :,-,7%en deuce concretes 6.24 :,-,-,7%en macroporous concretes 146.25 :,-en cellular con-cretes 6.26 :-,20002600/3 en heavy concretes6.27 :,-,-8002000/3 en light weight concretes 6.28 :-2600/3 en super heavy concretes 6.29 :-en silic

12、a concretes 6.30 :60/65 55/60 en high strength concretes 6.31 :,-,-en ready mix con-crete 6.32 :,-,-en on the site mix concrete 6.33 :,-en naturally hard-ened concrete 6.34 :,en concrete heat and moisture treatment 6.35 :,-,-en concrete with antifreeze ad-mixtures 6.36 :-,en winter condi-tions of co

13、n-crete hardening 6.37 :,-en monolithic con-crete and ferro-concrete 6.38 :-,en precast concrete and ferrocon-crete 156.39 -:,-en precast concrete and ferrocon-crete made on the site 6.40 :-,-en concrete curing 6.41 :,-en concrete mix-ture 6.42 :,en dry concrete mixture 6.43 :,en partially tem-pered

14、 concrete mixture 6.44 :,-,-,en fresh concrete 6.45 :,-,-en hardened con-crete 6.46 :35/45 en high strength concrete 6.47 :,-,-en specified prop-erties concrete 6.48,:,-,-,-()-en specified com-position con-crete 6.49 :,-,en standard con-crete 6.50 :,-(-,/),-,-,()en concrete set 166.51 :,en evacuated

15、 con-crete 6.52 ():,-en press-evacuated concrete 6.53 :,-en centrifuged concrete 6.54 :,-en vibro-hydropressed concrete 6.55 :,-en vibro-pressed concrete 6.56 :,-en dry molded concrete 6.57 :-,;,(-);,-(,-);,(-)en concrete mix total water con-tents 6.58 :-,en effective water concrete 6.59 :-en water-

16、cement ratio 6.60 :,-,en involved air 6.61 :,en captured air 177 7.1:-,.-,-,en ferroconcrete 7.2 :,en concrete con-structions 7.3 :,-,-en ferroconcrete constructions 7.4 -:,-,-en precast-monolithic fer-roconcrete con-structions 7.5 -:,-en prectressed ferro 7.6 :-,-en reinforcement cohesion with conc

17、rete 7.7 :-en reinforcement anchoring with concrete 7.8 :,-,-,-,-en reinforcement anchors 187.9 :,.-,-,en concrete protec-tive layer 7.10 :-,.en concrete shrin-kage and swell-ing 7.11 :en concrete creep 7.12 :,.-20 +100 -t=1105 1/en concrete tem-perature defor-mations 7.13 :,-.-.,-en concrete force

18、deformations 7.14 :,-,en concrete de-formation modulus 7.15 :-en ferroconcrete corrosion 7.16:,-,-0,51 1010 en reinforced ce-ment 7.17:-,en reinforced polymer con-crete 7.18 :-,-,-/2()en strength con-crete class 197.19 :,-,-,-en special concrete safety factor 7.20 :-,W ,-en concrete water permeabili

19、ty factor 7.21 :,-,-F ,en concrete resis-tance to cold factor 7.22 :-/3,en concrete den-sity type 7.23 :/2,-,-l=1%,S ,-,S2,0,-en self tension of straining con-crete type 7.24 :,-en construction re-liability 7.25 :,-en limiting state 7.26 :,-,-en normal exploi-tation 7.27 -:;en concrete and ferroconc

20、rete constructions demands 207.28 :-,-en construction element 7.29:,en deformativity 7.30:()-(,-)en deformation 7.31 ():-,(,.)en building defor-mation 7.32 :-()en construction de-formation 7.33 :,-,-en residual defor-mation 7.34 :,en plastic defor-mation 7.35 :,-en elastic deforma-tion 7.36:,-en rig

21、idity 7.37:,-,.-en tie 7.38:,(),-en building 7.39 :,-()en building con-struction 7.40:-en resistance to cold 7.41 :-,en rated span 217.42:,en strength 7.43 :-en concrete release strength 7.44 :()en concrete trans-mission strength 7.45:,en cross bar 7.46:-,(,)-en certificate 7.47:,-,-,-,.en construct

22、ion 7.48 :-,-en calculating scheme 7.49:,-,(,)en stress 7.50 :-en material fatigue 7.51:(,)en friability 7.52:-.-,-.-,en design 228 8.1:,-en construction 8.2 :-en construction type 8.3 ():-,en Republic of Belarus State standard 8.4 ():-,-,-,(-),-en technical speci-fication for ex-perimental batch 8.

23、5:,en producer 8.6:,en consumer 8.7:en production 8.8:-,-en process 8.9:-,en design 8.10:en characteristics 8.11:,-en quality 8.12:,-,-en demand 8.13:,en defect 238.14:,-,-en control 8.15 :-,-,-en quality control 8.16 :,-en quality system 8.17:,-en test 8.18 :-en test method 8.19 :,-(-,-.)en test lo

24、ad 8.20 :,-en test deflection 8.21 :-,-en crack opening width 8.22:,-en safety 8.23 (),-:-,en construction life-time 8.24 :(-,.)-,en maintenance conditions 8.25 ():,en maintenance environment 248.26:,-,-en maintenance 8.27:,-,en durability 8.28:,en repair 8.29 ():-en effectiveness 8.30:-en technolog

25、ical effectiveness 9 9.1-(-):,-,en normative tech-nical document 9.2 ():-,-en Republic of Belarus con-struction norms 9.3 (-):-en principle 9.4:,-en regulation 9.5 ():(,),en obligatory prin-ciple 9.6 ():,-en norm 9.7 :(,-),-en recommended principle 9.8 :,-()en reference prin-ciple 9.9 :,(,-)en explo

26、itation principle 259.10 :,-en methodical principle 9.11:,-,en design 9.12 :-,-,-en design proce-dure 9.13 :-,-,en design criteria 9.14 :,-en limiting states 9.15 ()-:,en constant design procedure 9.16 :-,-en short-temp de-sign procedure 9.17 :-,()-,.en special design procedure 9.18 (F):),;)-,-,()en

27、 influence 9.19 (E):(,-,)(-)en effect 9.20 (G):,-en constant influ-ence 9.21 (Q):,-(),-,en variable influ-ence 269.22 ():,-,en accidental in-fluence 9.23 :,en seismic influ-ence 9.24 :,-en static influence 9.25 :,-en dynamic influ-ence 9.26 -:,-,-en variable influ-ence combined value 9.27 (F):,-en r

28、ated influence value 9.28 ():-,en influence com-bination 9.29 :en constructive element 9.30 (,):-en construction shape 9.31 ():-,-,en structural model 9.32 ():,en structural sys-tem 9.33:-en system 9.34 :,en load disposition 9.35:,en resistance 9.36:,-,en strength 9.37:()-en calculation 279.38 :en c

29、alculation method 9.39 :,-en strength calcu-lation 9.40 :-en endurance cal-culation 9.41 :-()-en configuration stability calcu-lation 9.42 :-en position stabil-ity calculation 9.43 :en fire resistance calculation 9.44 :,en crack formation calculation 9.45 :-en crack opening width calcula-tion 9.46 :

30、-,()en deformation calculation 10 10.1 :-en construction examination 10.2 :-:;,-;-en preliminary in-spection 10.3 :-;-,;-50%;en construction damage indica-tors 28 ;-;-,-;(1/50)0,5 10.4 :-,-;-,;-30%;,;-;-0,5 ;.en defects and damages 10.5 :,-,-.en dangerous areas10.6 :-:I -,.,;II -,.-;III ,;IV ;en con

31、struction categories of state 2910.7 :,-en detailed exami-nation 10.8 :-,-:(10180),(17624),-,-(22690)en concrete strength 10.9 :-,(-)()en determination of actual con-struction strength 10.10 :-,.-7565 -en average con-struction strength 10.11 :,-(22904)-,(17625)6 4 en route-mean-square concrete stren

32、gth devia-tions 10.12 :-,-,.en crack opening width 10.13 ,:,(,)en geometric di-mentions and deviations from project position 3010.14 :-.,(),-,en actual cross section area 10.15 :-:,en embedded parts condition evaluation 11 11.1 :;-(,);,;.en maintenance conditions change 11.2 :-,-.,():,.-en strengthe

33、ning method choice 11.3 :-;-en strengthening of extended construction zone 3111.4 :-,:,en strengthening at lateral force in-fluence 11.5 :,:,-;-,.en strengthening at transver force influence 11.6 :-,-,.en strengthening at torque influ-ence 11.7 :-,en strengthening at local compres-sion and press-ing

34、 through 11.8 :,-,en combined strengthening 11.9 :-,-:;-;,-.-,-en construction calculated scheme change 11.10 :-.-,-,(,)en strengthening under loading 3211.11 :-(50%50%)-.;-,-.-en replacement by new construc-tion 11.12 :-,-,-,-,.en acceptability of strengthening 11.13 -:-en 2nd limit states strength

35、ening of ferrocompete constructions 3312 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11 5.12 5.13 5.14,5.15 5.16 5.17 fwd 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.25 5.26 5.27 5.28 5.29 5.30 5.31 ()5.32 ()5.33 5.34 5.35 5.36 6.1 6.2 6.3 6.4 6.5 6.6 6.7 346.8 6.9 -6.10 6.11 6.12 6.13 6.14 6.15 6.16 6.17 6

36、.18 -6.19 6.20 6.21 6.22 6.23 6.24 6.25 6.26 6.27 6.28 6.29 6.30 6.31 6.32 6.33 6.34 6.35 6.36 6.37 6.38 6.39 6.40 6.41 6.42 6.43 6.44 6.45 6.46 6.47 6.48,6.49 6.50 6.51 6.52 ()356.53 6.54 6.55 6.56 6.57 6.58 6.59 6.60 6.61 7.1 7.2 7.3 7.4 -7.5 7.6 7.7 7.8 7.9 7.10 7.11 7.12 7.13 7.14 7.15 7.16 7.17

37、 7.18 7.19 7.20 7.21 7.22 7.23 7.24 7.25 7.26 7.27 7.28 7.29 7.30 7.31 ()7.32 7.33 7.34 7.35 7.36 367.37 7.38 7.39 7.40 7.41 7.42 7.43 7.44 7.45 7.46 7.47 7.48 7.49 7.50 7.51 7.52 8.1 8.2 8.3 ()8.4 ()8.5 8.6 8.7 8.8 8.9 8.10 8.11 8.12 8.13 8.14 8.15 8.16 8.17 8.18 8.19 8.20 8.21 8.22 8.23 (),8.24 8.

38、25 ()8.26 8.27 8.28 8.29 ()378.30 9.1-()9.2 ()9.3 (-)9.4 9.5 ()9.6 ()9.7 9.8 9.9 9.10 9.11 9.12 9.13 9.14 9.15 ()9.16 9.17 9.18 (F)9.19 (E)9.20 (G)9.21 (Q)9.22 ()9.23 9.24 9.25 9.26 9.27 (F)9.28 ()9.29 9.30 (,)9.31 ()9.32 ()9.33 9.34 9.35 9.36 9.37 9.38 9.39 9.40 9.41 9.42 9.43 9.44 389.45 9.46 10.1

39、 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 10.10 10.11 10.12 10.13 ,-10.14 10.15 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 11.10 11.11 11.12 11.13 -3913 5.1 anchor 5.2 reinforcement 5.3 constructive reinforcement 5.4 principal reinforcement(main)5.5 confinement reinforcement 5.6 rigid reinforcement

40、 5.7 reinforcement article 5.8 reinforcement work 5.9 reinforcement element 5.10 reinforcement 5.11 prestressed reinforcement 5.12 reinforcement frame 5.13 reinforcement class 5.14 reinforcement demands 5.15 reinforcement steel mechanical properties 5.16 reinforcement steel strength characteristics

41、5.17 lateral reinforcement rated strength 5.18 high-strength strained reinforcement standard strength 5.19 strained reinforcement rated strength 5.20 reinforcement elasticity modulus 5.21 reinforcement anchoring length 5.22 reinforcement prestress value 5.23 reinforcement prestress losses 5.24 nonme

42、tallic reinforcement 5.25 reinforcement rope 5.26 cohesion 5.27 reinforcement factor 5.28 dynamics factor 5.29 concrete dynamic strength factor 5.30 linear temperature deformation factor 5.31 concrete safety factor(particular)5.32 reinforcement safety factor(particular)5.33 loading reliability facto

43、r 5.34 purpose reliability factor 5.35 reinforcement tension accuracy factor 5.36 performance working factor 6.1 concrete 6.2 construction concretes 6.3 special concretes 6.4 heat-insulating concretes 6.5 heat-resistant concretes 6.6 chemically resistant concretes 6.7 staining concretes 406.8 decora

44、tive concretes 6.9 radiation protective concretes 6.10 road concretes 6.11 hydrotechnical concretes 6.12 cement binder concretes 6.13 lime binder concretes 6.14 gypsum binder concretes 6.15 slag and ashes binder concretes 6.16 concrete polymers 6.17 polymer concretes 6.18 cement-polymer concretes 6.

45、19 deuce aggregate concretes 6.20 porous aggregate concretes 6.21 organic aggregate concretes 6.22 fine grained concretes 6.23 deuce concretes 6.24 macroporous concretes 6.25 cellular concretes 6.26 heavy concretes 6.27 light weight concretes 6.28 super heavy concretes 6.29 silica concretes 6.30 hig

46、h strength concretes 6.31 ready mix concrete 6.32 on the site mix concrete 6.33 naturally hardened concrete 6.34 concrete heat and moisture treatment 6.35 concrete with antifreeze admixtures 6.36 winter conditions of concrete hardening 6.37 monolithic concrete and ferroconcrete 6.38 precast concrete

47、 and ferroconcrete 6.39 precast concrete and ferroconcrete made on the site 6.40 concrete curing 6.41 concrete mixture 6.42 dry concrete mixture 6.43 partially tempered concrete mixture 6.44 fresh concrete 6.45 hardened concrete 6.46 high strength concrete 6.47 specified properties concrete 6.48 spe

48、cified composition concrete 6.49 standard concrete 6.50 concrete set 6.51 evacuated concrete 6.52 press-evacuated concrete 416.53 centrifuged concrete 6.54 vibro-hydropressed concrete 6.55 vibro-pressed concrete 6.56 dry molded concrete 6.57 concrete mix total water contents 6.58 effective water con

49、crete 6.59 water-cement ratio 6.60 involved air 6.61 captured air 7.1 ferroconcrete 7.2 concrete constructions 7.3 ferroconcrete constructions 7.4 precast-monolithic ferroconcrete constructions 7.5 prectressed ferro 7.6 reinforcement cohesion with concrete 7.7 reinforcement anchoring with concrete 7

50、.8 reinforcement anchors 7.9 concrete protective layer 7.10 concrete shrinkage and swelling 7.11 concrete creep 7.12 concrete temperature deformations 7.13 concrete force deformations 7.14 concrete deformation modulus 7.15 ferroconcrete corrosion 7.16 reinforced cement 7.17 reinforced polymer concre