UDC
|
|
|
- 湾 祁
- 7 years ago
- Views:
Transcription
1 CECS 102:2002 Technical specification for steed structure of light-eight Buildings ith gabled frames
2 Technical specification for steed structure of light-eight Buildings ith gabled frames CECS102:
3 CECS 102: T [1986] CECS CECS102:
4
5
6 A B Z C D E F
7 t A1 A5 3t GB GB T50083 GB GB GB GB GB
8 2.1.1 opening opening building pariial1y enc1osed bulldinr enclosed building edge strip A A A end Zone A A effective ind 1oad area
9 F H M M M l f M M y0 N N E N 0 P P1 P f q y R u V Vd τ cr f f y fv f V A 9
10 a B bs d 0 d 1 e W e t H h h W h C he he1 h e2 I b I C I e I l I r L l fz S t W W We W el Wen Z K 10
11 K r Kσ β mx γ R λ P λ W µ γ ξ t ϕ b ϕ b γ 11
12 GB γ 0 γ 0 S R (3.1.3) S R GB S E R/ γ RE S E γ RE γ RE γ RE
13 GB GB ( ) 0.5KN/m 2 60m2 0.3KN m A GB GB
14 GB T 700 Q235 GB T 1591 Q345 2 Q235B Q345A Q235A 3 B C N/mm 2 f t mm f C f V f Q235 E Q345 E GB T 5293 GB/T GB f 14
15 8mm f C f t n/mm 2 C A B b f t f b V f b C f b t f Q235 Q345 b V Q235 Q A d 24mm l 10d l 50mm B d 24mm l>10d l 150mm d l 2 A B C GB f b C f a t f b t f b V f b C 15
16 4 GB GB mm GB C ) <20 = ) GB 500l7 16
17 / h h/60 h/100 h/400 h/ L/180 L/240 L/400 L/150 L/240 L/150 L/100 L/100 L/180 mm 1 L
18 mm 4mm 3mm 2 GB
19 a 4.1.2b 4.1.2c 4.1.2d 4.1.2e 4.1.2f H t 19
20 /8 1/ m mm 12m 6 9m m 20
21 m 150m
22 m 60m 3 60m t H O 60 O 45 O t
23 GB Hh µ = (2 + ξ t ) EI c µ t Hh 12EI c 3 + 2ξ 3 t = ξ = I L / hi c 6 + 2ξ b t h L 1:10 L I c 2s I b H
24 ξ t b I = ( I + I / I c0 I c 1 I c b ) c0 c1 = [ I b0 + βi b1 + (1 β ) I b2 ] / I I I b1 b H H=0.67W H=0.45W W = ω + )h ( 1 ω H H=1.15η P c H= η Pc W 24
25 ω kn m 1 ω 2 A P e L 2s I/2 H µ = K i K i 12EI ei = ( ) 3 h (2 + ξ ) i ti 25
26 I l ei i ξ ti = ( ) hi I bi I ei = I l + I 4 r + I l I l I r + I r i K i h li I ei I l I r I bi ξ ti
27 b t / f y h t / f f y y 2 h = ρh a e h c e h = ρh b c 3 3 λ p 0.8 = a 0.8 λ 1.2 =1-0.9( λ -0.8) b p p λ 1.2 = ( λ -1.2) c p p λ p 4 4 λ p = 28.1 h K σ / t 235 / f y K σ = ( ) 2 2 (1 + β ) (1 β ) + (1 + β ) 27
28 Kσ σ l f λ p γ Rσ l f y γ Q235 Q345 =1.1 γ h e 0 h h e1 e2 R 2 h /(5- ) a e b he h e 1 0 h h e1 e2 =0.4 h a e =0.6 h b e 6 60mm m V = h t f d v λ 0.8 f = f a V V 0.8 λ 1.4 f =[ λ -0.8 ] f ( b) V λ 1.4 f =( λ ) f ( c) V f V V h λ 7 f V a h 2 h 7 V R 28
29 = λ 37 K h τ / t 235 / f y a h l K =4+5.34(a/ h ) a h K =5.34+4(a/ h ) τ τ 2 2 ( a) ( a) K K =5.34 τ a V M V 0.5V d M M 0.5V V V d d e τ a V 2 M M f + ( M e M f )[1 ( 1) ] b 0.5V M f M d M e = A ( h + t f f f ) M W f e W e 29 e
30 A f Vd V M N V 0.5V d N e 0.5V V V d N M M e ( a) M = M NW / A d e e e ( b) N N N V 2 M M f + ( M e M f )[1 ( 1) ] ( c) 0.5V A e M N f N 3 d N S = V 0.9h t τ cr λ 1.25 τ = [ 1 0.8( λ 0.8)] f ( a) cr 2 λ 1.25 τ cr = fv / λ b N S τ cr λ V / f y hw
31 N β M + f ( ) ϕ ] W O mx 1 xy Ae0 [1 ( N O / N Exo) ϕ xy el 2 N = π EA Exo eo 2 / 1.1λ ( ) N O M l e0 A Wel ϕ β xy mx N Exo 2 GB M W l el 2 h = µ h h µ µ γ γ µ γ I C 0 I c1 K2/K γ 31
32 1 l µ γ K 1 K 2 I c0 K 1 = I cl / h K 2 = I b 0 /(2Ψs) I cl I b0 S D.0.2 a e = h =ηµ h o γ ( Pli / hli ) η = 1 + ( ) ( P / h ) li li J µ γ P li Pfi hli h fi µ γ 1.0 1:5 µ γ 32
33 e µ γ P P l f 2 K H u a 3 µ = 4.14 EI c0 /( Kh ) a γ 3 µ = 5.85 EI c0 /( Kh ) b h γ a b µ γ η = ( Pli / hli ) µ γ =1.0 ( P / h ) fi fi b 1.2 P E0i Pi µ γ = a K P h i i 1.2 P E0i Pi µ γ = b K P h e0i 2 0i 2 hi i i π EI P = ( ) hi Pi i Pe 0 i a b 33
34 P-u µ γ 2 µ γ = γ γ ( γ ) γ = ( d1 / d 0 ) h d o d d β mx N y o ϕ A eo β M t l + f ϕ W bγ el β = t N 2 1 / N Ex ( N / N Ex0 )
35 β = t ϕ y ϕ b γ GB N o M l β t N Exo l Ao h0 µ λ 4 yot S o 235 ϕ ( ) ( ) 2 b γ = + ( λ W µ 4.4h f ) yo yo x0 λ = µ l / i S S W yo o o f y ϕ bγ µ = γ lh / A µ = γ l / W i yo A h W t o o xo A f o i yo 1/3 y 35
36 l GB B-1 η ϕ 0.6 GB b ϕ br N Af f y N = cosθ 235 A f f y GB t 2 f 235 F 15 α mt f t f W y b 36
37 α m = 1.5 M /( We f ) F t f t W 16 α m α m 1.0 M W e / f y GB m Z m 6m mm 37
38 M x M x y + f W enx M W eny M y y W W J y enx eny GB M x + ϕ W bx ey M W y ey f W W X y ex ey ϕ bx GB GB E 38
39 E GB GB m 6m M X y + f W enx M W eny 39
40 3V y max 2h t o f V V X max f V 4b t o M M X Y x y Vx V y W W y enx eny b h 0 0 t 2 E
41 6.5.4 GB GB GRC mm GB mm 300mm
42 mm GB mm T 8mm F 3 GB hf 2 4mm a β f N τ = 0.8 f tl N t l 2 f b 42
43 N τ = 0.7 f ( ) tl 3 J 4mm 1) N τ = h 0.75 f f f l 2 N τ = h 0.7 f f h f f f f l t 40mm 15t 30t t 43
44 a 7.2.1b 7.2.1c 7.2.1d M16 M24 M d 44
45 ( 7.2.1a c) mm mm mm t t 6ei N bf 3e N t (0.5a + e t ) f ( ) ( ) t [ e 6e e b + 2e ( e f i f N t + e )] f ( a) 45
46 t [ e 12e e b + 4e ( e i f f N t + e )] f ( b) 4 t [ e 6e f e N ( b + 2b ) + 4e s t 2 f ] f ( ) N t e e f b b s a f f V M = d d t b c c 7.2.1O d d c t d b M f V 7.2.1O GB/T985 46
47 N t 2 0.4P 0.4P e t f N t 2 0.4P N t 2 f e t N t 2 P e t f Z a
48 o mm 5mm a b GB/T GB/T a b c d 200mm Q235 Q345 GB
49 mm (
50 JG
51 mm 100mm
52 mm mm 4 300mm l
53 53
54
55 GB
56 h
57 h
58 A A.0.1 ω = µ 2 kn m ω k ω o Z k S µ Z ω o A.0.1 GB µ GB m 10m µ S A.0.2 A o 18m 1 1 A A.0.2-1a A.0.2-1b 2 A A A A A A A A GB
59 A.0.2-1b 59
60 A B H Z 10% 0.4H 4% 1m A.0.2-2, A Z( ) 2Z 60
61 1 A A A A m2 A A A A1 1 A A A m2 A A A A 20 A
62 62
63 A m2 A A A A 1 1 A A 50 A 50 A 1 1 A 10 A logA logA logA A A A=lc l (A.0.3) c a+b /2 l/3 a b 2 c=l/3 3 A 1 63
64 B Z 64
65 65
66 66
67 67
68 C 68
69 69
70 70
71 D D L b 2 s s D d 1 = d 2 = D d 2-1 D d d 1 d 2 d 0 D
72 72
73 73
74 74
75 75
76 76
77 E E M M x N y ( + ) + χ W A W ex e M = η q = y M y0 x kq y R = Kl 4 l /π 4 EI fly fly f E E E E M x M ex 5.6 N A e M y M χ fly M y 1/6 y E.0.2 M y0 E E qx q y R 77
78 E K IXl E M M 2 - q xl y / 8 2 q xl y / 24 y0 y R R R R l y K E I fly 1 6 y 78
79 K E.0.3 E.0.2 X 2 λ n 2 χ = 1/[ φ + φ ] 1.0 χ (E.0.2-1) 2 φ = 0.5[1 + α( λ n 0.2) + λ n ] λ λ n = fly λ fly fly / λ 1 = l / i fly (E.0.2-2) E E l fly = 0.7l0 ( R0 ) 0 R E Kl0 = (E.0.2-6) π EI R0 4 fly fly fly i = I / A (E.0.2-7) y fl λ = E / f (E.0.2-8) 1 π 0.21 l 0 λ n λ fly A fl l fly i fly y-y 1 6 y E.0.3 K 1 K = 2 4(1 ν ) h ( h Et 3 d + e) h + C 2 t E e 6 79
80 f( E.0.1 h h = h d t 0.3 C E.0.4 t E.0.4 Ct C t = C t = C 1 1 C + 1 t1 C t (b /100) h d E (E.0.4-2) C =130n (E.0.4-3) t1 C = kei l / s t 2 (E.0.4-4) C t1 Nm m rad C Nm m rad t 2 b mm C 100 b 100mm n 1 k 2 4 I 1 S m E mm mm 3 a b-a 25mm( E.0.4) 80
81 81
82 F F.0.1 F F t W F.0.1 mm k H J
83
Ζ # % & ( ) % + & ) / 0 0 1 0 2 3 ( ( # 4 & 5 & 4 2 2 ( 1 ) ). / 6 # ( 2 78 9 % + : ; ( ; < = % > ) / 4 % 1 & % 1 ) 8 (? Α >? Β? Χ Β Δ Ε ;> Φ Β >? = Β Χ? Α Γ Η 0 Γ > 0 0 Γ 0 Β Β Χ 5 Ι ϑ 0 Γ 1 ) & Ε 0 Α
! # % & ( & # ) +& & # ). / 0 ) + 1 0 2 & 4 56 7 8 5 0 9 7 # & : 6/ # ; 4 6 # # ; < 8 / # 7 & & = # < > 6 +? # Α # + + Β # Χ Χ Χ > Δ / < Ε + & 6 ; > > 6 & > < > # < & 6 & + : & = & < > 6+?. = & & ) & >&
Ρ Τ Π Υ 8 ). /0+ 1, 234) ς Ω! Ω! # Ω Ξ %& Π 8 Δ, + 8 ),. Ψ4) (. / 0+ 1, > + 1, / : ( 2 : / < Α : / %& %& Ζ Θ Π Π 4 Π Τ > [ [ Ζ ] ] %& Τ Τ Ζ Ζ Π
![Ρ Τ Π Υ 8 ). /0+ 1, 234) ς Ω! Ω! # Ω Ξ %& Π 8 Δ, + 8 ),. Ψ4) (. / 0+ 1, > + 1, / : ( 2 : / < Α : / %& %& Ζ Θ Π Π 4 Π Τ > [ [ Ζ ] ] %& Τ Τ Ζ Ζ Π](/thumbs/52/29426146.jpg "Ρ Τ Π Υ 8 ). /0+ 1, 234) ς Ω! Ω! # Ω Ξ %& Π 8 Δ, + 8 ),. Ψ4) (. / 0+ 1, > + 1, / : ( 2 : / < Α : / %& %& Ζ Θ Π Π 4 Π Τ > [ [ Ζ ] ] %& Τ Τ Ζ Ζ Π")
! # % & ( ) + (,. /0 +1, 234) % 5 / 0 6/ 7 7 & % 8 9 : / ; 34 : + 3. & < / = : / 0 5 /: = + % >+ ( 4 : 0, 7 : 0,? & % 5. / 0:? : / : 43 : 2 : Α : / 6 3 : ; Β?? : Α 0+ 1,4. Α? + & % ; 4 ( :. Α 6 4 : & %
! # %& ( %! & & + %!, ( Α Α Α Α Χ Χ Α Χ Α Α Χ Α Α Α Α
Ε! # % & ( )%! & & + %!, (./ 0 1 & & 2. 3 &. 4/. %! / (! %2 % ( 5 4 5 ) 2! 6 2! 2 2. / & 7 2! % &. 3.! & (. 2 & & / 8 2. ( % 2 & 2.! 9. %./ 5 : ; 5. % & %2 2 & % 2!! /. . %! & % &? & 5 6!% 2.
! Ν! Ν Ν & ] # Α. 7 Α ) Σ ),, Σ 87 ) Ψ ) +Ε 1)Ε Τ 7 4, <) < Ε : ), > 8 7
![! Ν! Ν Ν & ] # Α. 7 Α ) Σ ),, Σ 87 ) Ψ ) +Ε 1)Ε Τ 7 4, <) < Ε : ), > 8 7](/thumbs/48/24501715.jpg "! Ν! Ν Ν & ] # Α. 7 Α ) Σ ),, Σ 87 ) Ψ ) +Ε 1)Ε Τ 7 4, <) < Ε : ), > 8 7")
!! # & ( ) +,. )/ 0 1, 2 ) 3, 4 5. 6 7 87 + 5 1!! # : ;< = > < < ;?? Α Β Χ Β ;< Α? 6 Δ : Ε6 Χ < Χ Α < Α Α Χ? Φ > Α ;Γ ;Η Α ;?? Φ Ι 6 Ε Β ΕΒ Γ Γ > < ϑ ( = : ;Α < : Χ Κ Χ Γ? Ε Ι Χ Α Ε? Α Χ Α ; Γ ;
4= 8 4 < 4 ϑ = 4 ϑ ; 4 4= = 8 : 4 < : 4 < Κ : 4 ϑ ; : = 4 4 : ;
! #! % & ( ) +!, + +!. / 0 /, 2 ) 3 4 5 6 7 8 8 8 9 : 9 ;< 9 = = = 4 ) > (/?08 4 ; ; 8 Β Χ 2 ΔΔ2 4 4 8 4 8 4 8 Ε Φ Α, 3Γ Η Ι 4 ϑ 8 4 ϑ 8 4 8 4 < 8 4 5 8 4 4
., /,, 0!, + & )!. + + (, &, & 1 & ) ) 2 2 ) 1! 2 2
! # &!! ) ( +, ., /,, 0!, + & )!. + + (, &, & 1 & ) ) 2 2 ) 1! 2 2 ! 2 2 & & 1 3! 3, 4 45!, 2! # 1 # ( &, 2 &, # 7 + 4 3 ) 8. 9 9 : ; 4 ), 1!! 4 4 &1 &,, 2! & 1 2 1! 1! 1 & 2, & 2 & < )4 )! /! 4 4 &! &,
, ( 6 7 8! 9! (, 4 : : ; 0.<. = (>!? Α% ), Β 0< Χ 0< Χ 2 Δ Ε Φ( 7 Γ Β Δ Η7 (7 Ι + ) ϑ!, 4 0 / / 2 / / < 5 02
! # % & ( ) +, ) %,! # % & ( ( ) +,. / / 01 23 01 4, 0/ / 5 0 , ( 6 7 8! 9! (, 4 : : ; 0.!? Α% ), Β 0< Χ 0< Χ 2 Δ Ε Φ( 7 Γ Β Δ 5 3 3 5 3 1 Η7 (7 Ι + ) ϑ!, 4 0 / / 2 / 3 0 0 / < 5 02 Ν!.! %) / 0
/ Ν #, Ο / ( = Π 2Θ Ε2 Ρ Σ Π 2 Θ Ε Θ Ρ Π 2Θ ϑ2 Ρ Π 2 Θ ϑ2 Ρ Π 23 8 Ρ Π 2 Θϑ 2 Ρ Σ Σ Μ Π 2 Θ 3 Θ Ρ Κ2 Σ Π 2 Θ 3 Θ Ρ Κ Η Σ Π 2 ϑ Η 2 Ρ Π Ρ Π 2 ϑ Θ Κ Ρ Π
! # #! % & ( ) % # # +, % #. % ( # / ) % 0 1 + ) % 2 3 3 3 4 5 6 # 7 % 0 8 + % 8 + 9 ) 9 # % : ; + % 5! + )+)#. + + < ) ( # )# < # # % 0 < % + % + < + ) = ( 0 ) # + + # % )#!# +), (? ( # +) # + ( +. #!,
!! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /.
! # !! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /. #! % & & ( ) # (!! /! / + ) & %,/ #! )!! / & # 0 %#,,. /! &! /!! ) 0+(,, # & % ) 1 # & /. / & %! # # #! & & # # #. ).! & #. #,!! 2 34 56 7 86 9
8 9 8 Δ 9 = 1 Η Ι4 ϑ< Κ Λ 3ϑ 3 >1Ε Μ Ε 8 > = 8 9 =
!! % & ( & ),,., / 0 1. 0 0 3 4 0 5 3 6!! 7 8 9 8!! : ; < = > :? Α 4 8 9 < Β Β : Δ Ε Δ Α = 819 = Γ 8 9 8 Δ 9 = 1 Η Ι4 ϑ< Κ Λ 3ϑ 3 >1Ε 8 9 0 Μ Ε 8 > 9 8 9 = 8 9 = 819 8 9 =
Β 8 Α ) ; %! #?! > 8 8 Χ Δ Ε ΦΦ Ε Γ Δ Ε Η Η Ι Ε ϑ 8 9 :! 9 9 & ϑ Κ & ϑ Λ &! &!! 4!! Μ Α!! ϑ Β & Ν Λ Κ Λ Ο Λ 8! % & Π Θ Φ & Ρ Θ & Θ & Σ ΠΕ # & Θ Θ Σ Ε
! #!! % & ( ) +,. /. 0,(,, 2 4! 6! #!!! 8! &! % # & # &! 9 8 9 # : : : : :!! 9 8 9 # #! %! ; &! % + & + & < = 8 > 9 #!!? Α!#!9 Α 8 8!!! 8!%! 8! 8 Β 8 Α ) ; %! #?! > 8 8 Χ Δ Ε ΦΦ Ε Γ Δ Ε Η Η Ι Ε ϑ 8 9 :!
) Μ <Κ 1 > < # % & ( ) % > Χ < > Δ Χ < > < > / 7 ϑ Ν < Δ 7 ϑ Ν > < 8 ) %2 ): > < Ο Ε 4 Π : 2 Θ >? / Γ Ι) = =? Γ Α Ι Ρ ;2 < 7 Σ6 )> Ι= Η < Λ 2 % & 1 &
! # % & ( ) % + ),. / & 0 1 + 2. 3 ) +.! 4 5 2 2 & 5 0 67 1) 8 9 6.! :. ;. + 9 < = = = = / >? Α ) /= Β Χ Β Δ Ε Β Ε / Χ ΦΓ Χ Η Ι = = = / = = = Β < ( # % & ( ) % + ),. > (? Φ?? Γ? ) Μ
8 9 < ; ; = < ; : < ;! 8 9 % ; ϑ 8 9 <; < 8 9 <! 89! Ε Χ ϑ! ϑ! ϑ < ϑ 8 9 : ϑ ϑ 89 9 ϑ ϑ! ϑ! < ϑ < = 8 9 Χ ϑ!! <! 8 9 ΧΧ ϑ! < < < < = 8 9 <! = 8 9 <! <
! # % ( ) ( +, +. ( / 0 1) ( 2 1 1 + ( 3 4 5 6 7! 89 : ; 8 < ; ; = 9 ; ; 8 < = 9! ; >? 8 = 9 < : ; 8 < ; ; = 9 8 9 = : : ; = 8 9 = < 8 < 9 Α 8 9 =; %Β Β ; ; Χ ; < ; = :; Δ Ε Γ Δ Γ Ι 8 9 < ; ; = < ; :
> # ) Β Χ Χ 7 Δ Ε Φ Γ 5 Η Γ + Ι + ϑ Κ 7 # + 7 Φ 0 Ε Φ # Ε + Φ, Κ + ( Λ # Γ Κ Γ # Κ Μ 0 Ν Ο Κ Ι Π, Ι Π Θ Κ Ι Π ; 4 # Ι Π Η Κ Ι Π. Ο Κ Ι ;. Ο Κ Ι Π 2 Η
1 )/ 2 & +! # % & ( ) +, + # # %. /& 0 4 # 5 6 7 8 9 6 : : : ; ; < = > < # ) Β Χ Χ 7 Δ Ε Φ Γ 5 Η Γ + Ι + ϑ Κ 7 # + 7 Φ 0 Ε Φ # Ε + Φ, Κ + ( Λ # Γ Κ Γ #
2 2 Λ ϑ Δ Χ Δ Ι> 5 Λ Λ Χ Δ 5 Β. Δ Ι > Ε!!Χ ϑ : Χ Ε ϑ! ϑ Β Β Β ϑ Χ Β! Β Χ 5 ϑ Λ ϑ % < Μ / 4 Ν < 7 :. /. Ο 9 4 < / = Π 7 4 Η 7 4 =
! # % # & ( ) % # ( +, & % # ) % # (. / ). 1 2 3 4! 5 6 4. 7 8 9 4 : 2 ; 4 < = = 2 >9 3? & 5 5 Α Α 1 Β ΧΔ Ε Α Φ 7 Γ 9Η 8 Δ Ι > Δ / ϑ Κ Α Χ Ε ϑ Λ ϑ 2 2 Λ ϑ Δ Χ Δ Ι> 5 Λ Λ Χ Δ 5 Β. Δ Ι > Ε!!Χ ϑ : Χ Ε ϑ!
# # 4 + % ( ) ( /! 3 (0 0 (012 0 # (,!./ %
#! # # %! # + 5 + # 4 + % ( ) ( /! 3 (0 0 (012 0 # (,!./ % ,9 989 + 8 9 % % % % # +6 # % 7, # (% ) ,,? % (, 8> % %9 % > %9 8 % = ΑΒ8 8 ) + 8 8 >. 4. ) % 8 # % =)= )
Π Ρ! #! % & #! (! )! + %!!. / 0% # 0 2 3 3 4 7 8 9 Δ5?? 5 9? Κ :5 5 7 < 7 Δ 7 9 :5? / + 0 5 6 6 7 : ; 7 < = >? : Α8 5 > :9 Β 5 Χ : = 8 + ΑΔ? 9 Β Ε 9 = 9? : ; : Α 5 9 7 3 5 > 5 Δ > Β Χ < :? 3 9? 5 Χ 9 Β
= Υ Ξ & 9 = ) %. Ο) Δ Υ Ψ &Ο. 05 3; Ι Ι + 4) &Υ ϑ% Ο ) Χ Υ &! 7) &Ξ) Ζ) 9 [ )!! Τ 9 = Δ Υ Δ Υ Ψ (
! # %! & (!! ) +, %. ( +/ 0 1 2 3. 4 5 6 78 9 9 +, : % % : < = % ;. % > &? 9! ) Α Β% Χ %/ 3. Δ 8 ( %.. + 2 ( Φ, % Γ Η. 6 Γ Φ, Ι Χ % / Γ 3 ϑκ 2 5 6 Χ8 9 9 Λ % 2 Χ & % ;. % 9 9 Μ3 Ν 1 Μ 3 Φ Λ 3 Φ ) Χ. 0
PowerPoint 演示文稿
. ttp://www.reej.com 4-9-9 4-9-9 . a b { } a b { }. Φ ϕ ϕ ϕ { } Φ a b { }. ttp://www.reej.com 4-9-9 . ~ ma{ } ~ m m{ } ~ m~ ~ a b but m ~ 4-9-9 4 . P : ; Φ { } { ϕ ϕ a a a a a R } P pa ttp://www.reej.com
!!! #! )! ( %!! #!%! % + % & & ( )) % & & #! & )! ( %! ),,, )
! # % & # % ( ) & + + !!! #! )! ( %!! #!%! % + % & & ( )) % & & #! & )! ( %! ),,, ) 6 # / 0 1 + ) ( + 3 0 ( 1 1( ) ) ( 0 ) 4 ( ) 1 1 0 ( ( ) 1 / ) ( 1 ( 0 ) ) + ( ( 0 ) 0 0 ( / / ) ( ( ) ( 5 ( 0 + 0 +
,!! #! > 1? = 4!! > = 5 4? 2 Α Α!.= = 54? Β. : 2>7 2 1 Χ! # % % ( ) +,. /0, , ) 7. 2
! # %!% # ( % ) + %, ). ) % %(/ / %/!! # %!! 0 1 234 5 6 2 7 8 )9!2: 5; 1? = 4!! > = 5 4? 2 Α 7 72 1 Α!.= = 54?2 72 1 Β. : 2>7 2 1 Χ! # % % ( ) +,.
4 # = # 4 Γ = 4 0 = 4 = 4 = Η, 6 3 Ι ; 9 Β Δ : 8 9 Χ Χ ϑ 6 Κ Δ ) Χ 8 Λ 6 ;3 Ι 6 Χ Δ : Χ 9 Χ Χ ϑ 6 Κ
! # % & & ( ) +, %. % / 0 / 2 3! # 4 ) 567 68 5 9 9 : ; > >? 3 6 7 : 9 9 7 4! Α = 42 6Β 3 Χ = 42 3 6 3 3 = 42 : 0 3 3 = 42 Δ 3 Β : 0 3 Χ 3 = 42 Χ Β Χ 6 9 = 4 =, ( 9 6 9 75 3 6 7 +. / 9
@ Technical specification for point supported glass curtain wall CECS http//
Technical specification for point supported glass curtain wall CECS 1272001 http//www.chinagb.net 2 0 0 1 1 @ Technical specification for point supported glass curtain wall CECS 1272001 2001 11 1 http//www.chinagb.net
( ) (! +)! #! () % + + %, +,!#! # # % + +!
!! # % & & & &! # # % ( ) (! +)! #! () % + + %, +,!#! # # % + +! ! %!!.! /, ()!!# 0 12!# # 0 % 1 ( ) #3 % & & () (, 3)! #% % 4 % + +! (!, ), %, (!!) (! 3 )!, 1 4 ( ) % % + % %!%! # # !)! % &! % () (! %
B = F Il 1 = 1 1 φ φ φ B = k I r F Il F k I 2 = l r 2 10 = k 1 1-7 2 1 k = 2 10-7 2 B = ng Il. l U 1 2 mv = qu 2 v = 2qU m = 2 19 3 16. 10 13. 10 / 27 167. 10 5 = 5.0 10 /. r = m ν 1 qb r = m ν qb
untitled
4 y l y y y l,, (, ) ' ( ) ' ( ) y, y f ) ( () f f ( ) (l ) t l t lt l f ( t) f ( ) t l f ( ) d (l ) C f ( ) C, f ( ) (l ) L y dy yd π y L y cosθ, π θ : siθ, π yd dy L [ cosθ cosθ siθ siθ ] dθ π π π si
% & :?8 & : 3 ; Λ 3 3 # % & ( ) + ) # ( ), ( ) ). ) / & /:. + ( ;< / 0 ( + / = > = =? 2 & /:. + ( ; < % >=? ) 2 5 > =? 2 Α 1 Β 1 + Α
# % & ( ) # +,. / 0 1 2 /0 1 0 3 4 # 5 7 8 / 9 # & : 9 ; & < 9 = = ;.5 : < 9 98 & : 9 %& : < 9 2. = & : > 7; 9 & # 3 2
Ψ! Θ! Χ Σ! Υ Χ Ω Σ Ξ Ψ Χ Ξ Ζ Κ < < Κ Ζ [Ψ Σ Ξ [ Σ Ξ Χ!! Σ > _ Κ 5 6!< < < 6!< < α Χ Σ β,! Χ! Σ ; _!! Χ! Χ Ζ Σ < Ω <!! ; _!! Χ Υ! Σ!!!! ββ /β χ <
! # %!! ( (! +,. /0 0 1 2,34 + 5 6 7,3. 7, 8, 2 7 + 1 9 #. 3 : + ; + 5 83 8 % 8 2 ; , 1 1 8 2 =? : + 2 = 2 = Α 1,!. Β 3 + 5 Χ Β Β
Α 3 Α 2Η # # > # 8 6 5# Ι + ϑ Κ Ι Ι Ι Η Β Β Β Β Β Β ΔΕ Β Β Γ 8 < Φ Α Α # >, 0 Η Λ Μ Ν Ο Β 8 1 Β Π Θ 1 Π Β 0 Λ Μ 1 Ρ 0 Μ ϑ Σ ϑ Τ Ο Λ 8 ϑ
! # % & ( ) % + ( ), & ). % & /. % 0 1!! 2 3 4 5# 6 7 8 3 5 5 9 # 8 3 3 2 4 # 3 # # 3 # 3 # 3 # 3 # # # ( 3 # # 3 5 # # 8 3 6 # # # # # 8 5# :;< 6#! 6 =! 6 > > 3 2?0 1 4 3 4! 6 Α 3 Α 2Η4 3 3 2 4 # # >
! Β Β? Β ( >?? >? %? Γ Β? %? % % %? Χ Η Ιϑ Κ 5 8 Λ 9. Μ Ν Ο Χ? Π Β # % Χ Χ Θ Ρ% Ρ% Θ!??? % < & Θ
! # % & ( ) +,. / 0 1 + 2. 3 4. 56. / 7 89 8.,6 2 ; # ( ( ; ( ( ( # ? >? % > 64 5 5Α5. Α 8/ 56 5 9. > Β 8. / Χ 8 9 9 5 Δ Ε 5, 9 8 2 3 8 //5 5! Α 8/ 56/ 9. Φ ( < % < ( > < ( %! # ! Β Β? Β ( >?? >?
; < 5 6 => 6 % = 5
! # % ( ),,. / 0. 1, ) 2 3, 3+ 3 # 4 + % 5 6 67 5 6, 8 8 5 6 5 6 5 6 5 6 5 6 5 9! 7 9 9 6 : 6 ; 7 7 7 < 5 6 => 6 % = 5 Δ 5 6 ; Β ;? # Ε 6 = 6 Α Ε ; ; ; ; Φ Α Α Ε 0 Α Α Α Α Α Α Α Α Α Α Α Α Α Β Α Α Α Α Α
9 : : ; 7 % 8
! 0 4 1 % # % & ( ) # + #, ( ) + ) ( ). / 2 3 %! 5 6 7! 8 6 7 5 9 9 : 6 7 8 : 17 8 7 8 ; 7 % 8 % 8 ; % % 8 7 > : < % % 7! = = = : = 8 > > ; 7 Ε Β Β % 17 7 :! # # %& & ( ) + %&, %& ) # 8. / 0. 1 2 3 4 5
7 6 Η : Δ >! % 4 Τ & Β( Β) 5 &! Α Υ Υ 2 Η 7 %! Φ! Β! 7 : 7 9 Λ 9 :? : 9 Λ Λ 7 Φ! : > 9 : 7Δ 2 Η : 7 ΛΔ := ς : Ν 7 Λ Δ = Ν : Ν 7 ΛΔ : = Λ ς :9 Λ 7 Λ! Λ
! % & ( ),. / & 0 1 & 2 1 // % & 3 0 4 5 ( 6( ) ( & 7 8 9:! ; < / 4 / 7 = : > : 8 > >? :! 0 1 & 7 8 Α :! 4 Β ( & Β ( ( 5 ) 6 Χ 8 Δ > 8 7:?! < 2 4 & Ε ; 0 Φ & % & 3 0 1 & 7 8 Α?! Γ ), Η % 6 Β% 3 Ι Β ϑ Ι
< < ; : % & < % & > & % &? > & 5 % & ( ; & & % & Α Β + 8 ; Α9 Χ Δ () Χ Δ Ε 41 Φ # (Β % Γ : 9 Χ Δ Η +9 Χ Δ 2 9 Χ Δ 2 0 /? % & Ι 1 ϑ Κ 3 % & % & + 9 Β 9
!! #! % & ( ) +,. / 0 1 2 34 5 6 % & +7 % & 89 % & % & 79 % & : % & < < ; : % & < % & > & % &? > & 5 % & ( ; & & % & Α Β + 8 ; Α9 Χ Δ () Χ Δ Ε 41 Φ # (Β % Γ : 9 Χ Δ Η +9 Χ Δ 2 9 Χ Δ 2 0 /? % & Ι 1 ϑ Κ
1 <9= <?/:Χ 9 /% Α 9 Δ Ε Α : 9 Δ 1 8: ; Δ : ; Α Δ : Β Α Α Α 9 : Β Α Δ Α Δ : / Ε /? Δ 1 Δ ; Δ Α Δ : /6Φ 6 Δ
! #! %&! ( )! +,!. / 1,. + 2 ( 3 4 5 6 7 8 9: : 9: : : ; ; ? =
8 8 Β Β : ; Χ; ; ; 8 : && Δ Ε 3 4Φ 3 4Φ Ε Δ Ε > Β & Γ 3 Γ 3 Ε3Δ 3 3 3? Ε Δ Δ Δ Δ > Δ # Χ 3 Η Ι Ι ϑ 3 Γ 6! # # % % # ( % ( ) + ( # ( %, & ( #,.
! # % & ( ) ( +,.% /.0.% 1 2 3 4 5 6 #! 7 8 9 9 : ; 8 : ; &; ; < ; 7 => 9 9 8?; 8! 3 3 3 3 Β & Γ 3 Γ 3 Ε3Δ 3 3 3?
% %! # % & ( ) % # + # # % # # & & % ( #,. %
!!! # #! # % & % %! # % & ( ) % # + # # % # # & & % ( #,. % , ( /0 ) %, + ( 1 ( 2 ) + %, ( 3, ( 123 % & # %, &% % #, % ( ) + & &% & ( & 4 ( & # 4 % #, #, ( ) + % 4 % & &, & & # / / % %, &% ! # #! # # #
3?! ΑΑΑΑ 7 ) 7 3
! # % & ( ) +, #. / 0 # 1 2 3 / 2 4 5 3! 6 ) 7 ) 7 ) 7 ) 7 )7 8 9 9 :5 ; 6< 3?! ΑΑΑΑ 7 ) 7 3 8! Β Χ! Δ!7 7 7 )!> ; =! > 6 > 7 ) 7 ) 7 )
Α? Β / Χ 3 Δ Ε/ Ε 4? 4 Ε Φ? ΧΕ Γ Χ Η ΙΙ ϑ % Η < 3 Ε Φ Γ ΕΙΙ 3 Χ 3 Φ 4 Κ? 4 3 Χ Λ Μ 3 Γ Ε Φ ) Μ Ε Φ? 5 : < 6 5 % Λ < 6 5< > 6! 8 8 8! 9 9 9! 9 =! = 9!
# %!!! ( ) ( +, +. ( / 0 1) ( 21 1) ( 2 3 / 4!! 5 6 7 7! 8 8 9 : ; < 9 = < < :! : = 9 ; < = 8 9 < < = 9 8 : < >? % > % > % 8 5 6 % 9!9 9 : : : 9 Α % 9 Α? Β / Χ 3 Δ Ε/ Ε 4? 4 Ε Φ? ΧΕ Γ Χ Η ΙΙ ϑ % Η < 3
; 9 : ; ; 4 9 : > ; : = ; ; :4 ; : ; 9: ; 9 : 9 : 54 =? = ; ; ; : ;
! # % & ( ) ( +, +. ( /0!) ( 1!2!) ( 3 4 5 2 4 7 8 9: ; 9 < : = ; ; 54 ; = ; ; 75 ; # ; 9 : ; 9 : ; ; 9: ; ; 9 : ; ; 4 9 : > ; : = ; ; :4 ; : ; 9: ; 9 : 9 : 54 =? = ; ; ; 54 9 9: ; ;
3 4 Ψ Ζ Ζ [, Β 7 7>, Θ0 >8 : Β0 >, 4 Ε2 Ε;, ] Ε 0, 7; :3 7;,.2.;, _ & αε Θ:. 3 8:,, ), β & Φ Η Δ?.. 0?. χ 7 9 Ε >, Δ? Β7 >7 0, Τ 0 ΚΚ 0 χ 79 Ε >, Α Ε
![3 4 Ψ Ζ Ζ [, Β 7 7>, Θ0 >8 : Β0 >, 4 Ε2 Ε;, ] Ε 0, 7; :3 7;,.2.;, _ & αε Θ:. 3 8:,, ), β & Φ Η Δ?.. 0?. χ 7 9 Ε >, Δ? Β7 >7 0, Τ 0 ΚΚ 0 χ 79 Ε >, Α Ε](/thumbs/49/25446444.jpg "3 4 Ψ Ζ Ζ [, Β 7 7>, Θ0 >8 : Β0 >, 4 Ε2 Ε;, ] Ε 0, 7; :3 7;,.2.;, _ & αε Θ:. 3 8:,, ), β & Φ Η Δ?.. 0?. χ 7 9 Ε >, Δ? Β7 >7 0, Τ 0 ΚΚ 0 χ 79 Ε >, Α Ε")
(! # # %& ) +,./ 0 & 0 1 2 / & %&( 3! # % & ( ) & +, ), %!,. / 0 1 2. 3 4 5 7 8 9 : 0 2; < 0 => 8?.. >: 7 2 Α 5 Β % Χ7 Δ.Ε8 0Φ2.Γ Φ 5 Η 8 0 Ι 2? : 9 ϑ 7 ϑ0 > 2? 0 7Ε 2?. 0. 2 : Ε 0 9?: 9 Κ. 9 7Λ /.8 720
9. =?! > = 9.= 9.= > > Η 9 > = 9 > 7 = >!! 7 9 = 9 = Σ >!?? Υ./ 9! = 9 Σ 7 = Σ Σ? Ε Ψ.Γ > > 7? >??? Σ 9
! # %& ( %) & +, + % ) # % % )./ 0 12 12 0 3 4 5 ). 12 0 0 61 2 0 7 / 94 3 : ;< = >?? = Α Β Β Β Β. Β. > 9. Δ Δ. Ε % Α % Φ. Β.,,.. Δ : : 9 % Γ >? %? >? Η Ε Α 9 Η = / : 2Ι 2Ι 2Ι 2Ι. 1 ϑ : Κ Λ Μ 9 : Ν Ο 0
GF
P GB 500692002 Structural design code for special structures of water supply and waste water engineering 20021126 200231-1 - Structural design code for special structures of water supply and waste water
! ΑΒ 9 9 Χ! Δ? Δ 9 7 Χ = Δ ( 9 9! Δ! Δ! Δ! 8 Δ! 7 7 Δ Δ 2! Χ Δ = Χ! Δ!! =! ; 9 7 Χ Χ Χ <? < Χ 8! Ε (9 Φ Γ 9 7! 9 Δ 99 Φ Γ Χ 9 Δ 9 9 Φ Γ = Δ 9 2
! # % ( % ) +,#./,# 0 1 2 / 1 4 5 6 7 8! 9 9 : ; < 9 9 < ; ?!!#! % ( ) + %,. + ( /, 0, ( 1 ( 2 0% ( ),..# % (., 1 4 % 1,, 1 ), ( 1 5 6 6 # 77 ! ΑΒ 9 9 Χ! Δ? Δ 9 7 Χ = Δ ( 9 9! Δ! Δ! Δ! 8 Δ!
Β Χ Χ Α Β Φ Φ ; < # 9 Φ ; < # < % Γ & (,,,, Η Ι + / > ϑ Κ ( < % & Λ Μ # ΝΟ 3 = Ν3 Ο Μ ΠΟ Θ Ρ Μ 0 Π ( % ; % > 3 Κ ( < % >ϑ Κ ( ; 7
! # % & ( ) +, + )% ). )% / 0 1. 0 3 4 5 6 7 8 7 8 9 : ; < 7 ( % ; =8 9 : ; < ; < > ;, 9 :? 6 ; < 6 5 6 Α Β 5 Δ 5 6 Χ 5 6 5 6 Ε 5 6 Ε 5 5 Β Χ Χ Α Β 7 8 9 Φ 5 6 9 Φ ; < # 9 Φ ; < # 7 8 5 5 < % Γ & (,,,,
ϑ 3 : Α 3 Η ϑ 1 Ι Η Ι + Ι 5 Κ ϑ Λ Α ΜΛ Ν Ν Ν Ν Α Γ Β 1 Α Ο Α : Α 3. / Π Ο 3 Π Θ
# % & ( ) +,& ( + &. / 0 1 2 3 ( 4 4 5 4 6 7 8 4 6 5 4 9 :.; 8 0/ ( 6 7 > 5?9 > 56 Α / Β Β 5 Χ 5.Δ5 9 Ε 8 Φ 64 4Γ Β / Α 3 Γ Β > 2 ϑ 3 : Α 3 Η ϑ 1 Ι Η Ι + Ι 5 Κ ϑ Λ Α ΜΛ Ν Ν Ν Ν 3 3 3 Α3 3
Γ Ν Ν, 1 Ο ( Π > Π Θ 5?, ΔΓ 2 ( ΜΡ > Σ 6 = Η 1 Β Δ 1 = Δ Ι Δ 1 4 Χ ΓΗ 5 # Θ Γ Τ Δ Β 4 Δ 4. > 1 Δ 4 Φ? < Ο 9! 9 :; ;! : 9!! Υ9 9 9 ; = 8; = ; =
! 0 1 # & ( & ) +! &,. & /.#. & 2 3 4 5 6 7 8 9 : 9 ; < = : > < = 9< 4 ; < = 1 9 ; 3; : : ; : ;? < 5 51 ΑΒ Χ Δ Ε 51 Δ!! 1Φ > = Β Γ Η Α ΒΧ Δ Ε 5 11!! Ι ϑ 5 / Γ 5 Κ Δ Ε Γ Δ 4 Φ Δ Λ< 5 Ε 8 Μ9 6 8 7 9 Γ Ν
7!# 8! #;! < = >? 2 1! = 5 > Α Β 2 > 1 Χ Δ5 5 Α 9 Α Β Ε Φ 5Γ 1 Η Η1 Δ 5 1 Α Ι 1 Η Ι 5 Ε 1 > Δ! 8! #! 9 Κ 6 Λ!!!! ; ; 9 # !!6! 6! 6 # ;! ;
! #! % & % ( ) ( +, & %. / & % 0 12 / 1 4 5 5! 6 7 8 7 # 8 7 9 6 8 7! 8 7! 8 7 8 7 8 7 8 7 : 8 728 7 8 7 8 7 8 7 8 7 & 8 7 4 8 7 9 # 8 7 9 ; 8 ; 69 7!# 8! #;! < = >? 2 1! = 5 > Α Β 2 > 1 Χ Δ5 5 Α 9 Α Β
UDC
Technical code for groung treatment of buildings JGJ 79-2002 J 220-2002 Technical code for groung treatment of buildings JGJ 79-2002 2 0 0 3 1 1 64 JGJ79 2002 2003 1 1 3.0.5 3.0.6 4.4.2 5.4.2 6.1.2 6.3.5
!? > 7 > 7 > 7 Ε ! Α Φ Φ Γ Η Ι Γ / 2 ; Γ / 4 Δ : 4 ϑ / 4 # Η Γ Κ 2 Η 4 Δ 4 Α 5 Α 8 Λ Ηϑ Μ Α Α 4!! Ο. /3 :/Π : Θ Γ 2 ; Γ / 4 Ρ Α
!! # % & % ( ) ) + # %, #. /,. / 1 2 3 4 5! 6 /7! 7 8 7 /7 8 7! 7 /7 9 : ; < = ; >? 7 4 4 4 Α Β Χ 9 > 7 4 ΔΑΕ 6 4 Β Β!4 /7 9! 7? 87 ; !? > 7 > 7 > 7 Ε 4 8 5 8! Α Φ Φ Γ Η Ι Γ / 2 ; Γ / 4 Δ : 4 ϑ / 4 # Η
Φ2,.. + Φ5Β( 31 (+ 4, 2 (+, Η, 8 ( (2 3.,7,Χ,) 3 :9, 4 (. 3 9 (+, 52, 2 (1 7 8 ΙΜ 12 (5 4 5? ), 7, Χ, ) 3 :9, 4( > (+,,3, ( 1 Η 34 3 )7 1 )? 54
!! # %& ( ) +, ( ),./0 12,2 34 (+,, 52, 2 (67 8 3., 9: ), ; 5, 4, < 5) ( (, 2 (3 3 1 6 4, (+,,3,0 ( < 58 34 3 )7 1 54 5, 2 2 54, +,. 2 ( :5 ( > 4 ( 37 1, ( 3 4 5? 3 1 (, 9 :), ; 5 4 )1 7 4 )3 5( 34 2 Α
. Ν Σ % % : ) % : % Τ 7 ) & )? Α Β? Χ )? : Β Ν :) Ε Ν & Ν? ς Ε % ) Ω > % Τ 7 Υ Ν Ν? Π 7 Υ )? Ο 1 Χ Χ Β 9 Ξ Ψ 8 Ψ # #! Ξ ; Ξ > # 8! Ζ! #!! Θ Ξ #!! 8 Θ!
!! # %& + ( ) ),., / 0 12 3, 4 5 6, 7 6 6, 8! 1 9 :; #< = 1 > )& )? Α Β 3 % Χ %? 7) >ΔΒ Χ :% Ε? 9 : ; Φ Η Ι & Κ Λ % 7 Μ Ν?) 1!! 9 % Ο Χ Χ Β Π Θ Π ; Ρ Ρ Ρ Ρ Ρ ; . Ν Σ % % : ) % : % Τ 7 ) & )? Α Β? Χ )?
9! >: Ε Φ Ε Ε Φ 6 Φ 8! & (, ( ) ( & & 4 %! # +! ; Γ / : ; : < =. ; > = >?.>? < Α. = =.> Β Α > Χ. = > / Δ = 9 5.
! # % & ( # ) & % ( % +, %. +, / #0 & 2 3 4 5 5 6 7 7 8 9 7:5! ; 0< 5 = 8 > 4 4? 754 Α 4 < = Β Χ 3Δ?? 7 8 7 8? 7 8 7 8 7 8 4 5 7 8 7 8 > 4> > 7 8 7 8 7 8 4 : 5 5 : > < 8 6 8 4 5 : 8 4 5 : 9! >: 48 7 8
UDC
Technical code for groung treatment of buildings JGJ 79-2002 J 220-2002 2002 1 1 @ www.sinoaec.com JGJ 79-2002 @ Technical code for groung treatment of buildings JGJ 79-2002 2 0 0 3 1 1 2 0 0 2 2 2 64
ο HOH 104 31 O H 0.9568 A 1 1 109 28 1.01A ο Q C D t z = ρ z 1 1 z t D z z z t Qz = 1 2 z D z 2 2 Cl HCO SO CO 3 4 3 3 4 HCO SO 2 3 65 2 1 F0. 005H SiO0. 032M 0. 38 T4 9 ( K + Na) Ca 6 0 2 7 27 1-9
84 / ! / ! 9 9 9!! 9 : ; < = 1 //< & >!! ? : ; <. 1 //< &! Α
5 6! # % # & () +,. /,. + 1 2 3 4 5 6! 7 7! 8 84 5 6 9 5 6 8 84 / 5 6 5 6 56 56 5 6 56 5 6! / 49 8 9 9! 9 9 9!! 9 : ; < = 1 //< & >!! 9 5 8 4 6? 4 9 99 8 8 99 9 7 4 4 7 : ;
# ( + + # + # 6 +,! + # +! +, + # ( + ) ( + ( + ) + 7! + # + /8 + ) ( +! + #. + ( +, +! + # + # + + ( ! ( + ) ( + ) +, + ( + 9% +! +, + ( +
! ## % & (! ) # (! + ) (, ( + ) ( +! ( + + # + #! + ( + + ( + ) ( + + ( + # + ) +! ( + ( + # +! ( + ) + # ( + ) + # +! ( +. + / 0. + ( + # + # + +, + ) + + ) + 1!, ( 2 1 # 3 )! # ( 4 5 #3 (! # ( 4 # #
%! # # % % & # ( ) ( +, & +, +, & +, & +, +, &!
%! # # % % & # ( ) ( +, & +, +, & +, & +, +, &! & &./ 0 # #1 # 2! +, 3 4 4 +,!!!! 4 4 4 4 4 56 7 89 #! 4! 4 4! 4 4! 14 #: 2 4! +,! +, 14 4 ; < = ( 4 < = +14 # : 1 1 4 # : : 3 # (4,! / +, +, +, > +,? 3
) ) ) Ο ΛΑ >. & Β 9Α Π Ν6 Γ2 Π6 Φ 2 Μ 5 ΝΒ 8 3 Β 8 Η 5 Φ6 Β 8 Η 5 ΝΒ 8 Φ 9 Α Β 3 6 ΝΒ 8 # # Ε Ο ( & & % ( % ) % & +,. &
!! # % & ( ) +,.% /.0.% 1 2 3 / 5,,3 6 7 6 8 9 6!! : 3 ) ; < < = )> 2?6 8 Α8 > 6 2 Β 3Α9 Α 2 8 Χ Δ < < Ε! ; # < # )Φ 5 Γ Γ 2 96 Η Ι ϑ 0 Β 9 Α 2 8 Β 3 0 Β 9 Β ΦΚ Α 6 8 6 6 Λ 2 5 8 Η Β 9 Α 2 8 2 Μ 6 Ν Α
... II... III A A A.2...
ICS 13.200 X XX DZ DZ Specfcaton of desgn and constructon for landslde stablzaton - - - - 1 ... II... III 1... 1 2... 1 3... 1 4... 3 5... 4 6... 7 7... 12 8... 18 9... 24 10... 28 11... 32 12... 35 13...
Β # # 6 Χ 7 Χ 3 6 Α 7 6 ; Δ Ε Φ +/ Φ Ε+Γ Δ /Η ; Ι/ ϑκ +Λ, 7 6 1Η Μ/ Φ; # 7 6? =# 7 6 1Η Μ/ Φ; # 7 6Χ Ν 7 6 Ο Μ / ϑγ +Γ 7 ) 6 7 Χ Π + Κ
2 + 3 2 333 ( + # # & ( & ) +, + +. / 0 1 ( / ( + 5 # 6 7 6 7 8 8 9 : ); < 6 # 7 8 6 7 6 # = 7 # = # > 6? 7 > Α Α Α Α Α Α 6 # 7 > 67 # 8 Β # # 6 Χ 7 Χ 3 6 Α 7 6 ; Δ Ε Φ +/ Φ Ε+Γ 7 6 7 6 + Δ /Η ; Ι/ ϑκ
= 6 = 9 >> = Φ > =9 > Κ Λ ΘΠΗ Ρ Λ 9 = Ρ > Ν 6 Κ = 6 > Ρ Κ = > Ρ Σ Ρ = Δ5 Τ > Τ Η 6 9 > Υ Λ Β =? Η Λ 9 > Η ς? 6 = 9 > Ρ Κ Φ 9 Κ = > Φ Φ Ψ = 9 > Ψ = Φ?
4 5 6 + 5! # % & ( ) +, ). /, 0 1 # % & ( ) + 2 ( 3 ) & 8 9 : ; ? 6 Α Β9 # ΧΔ = Φ > =9 > Κ Λ
! # Χ Η Ι 8 ϑ 8 5 Χ ΚΗ /8 Η/. 6 / Λ. /. Η /. Α Α + Α 0. Η 56 + Α : Α Μ / Η +9 Δ /. : Α : ϑ. Η. /5 % Χ
! # % ( ) +. / 0 1 + 2+ 3 4. 56. / 7 8 9 8. 6 2 # :! # # ( : : :! ( = = ( = > > : > : (? : : # : :! :!? : ( : # Α Β Α # : Α > % : Α : Α ( Χ #! Χ # Δ Χ ( Χ ( Φ Χ : Χ ( Χ ( #! / 2 (!( Α Α ( Α Α : =! Γ6 Α
: Π Δ 9 Δ 9 Δ 9 7 Θ Μ 9 8 Ρ Σ # = Μ 0 ; 9 < = 5 Λ 6 # = = # Μ Μ 7 Τ Μ = < Μ Μ Ο = Ρ # Ο Ο Ο! Ο 5 6 ;9 5 5Μ Ο 6
! # % # & ( ) +, #,. # / 0. 0 2 3 4! 5 6 5 6 7 8 5 6 5 6 8 9 : # ; 9 < = 8 = > 5 0? 0 Α 6 Β 7 5ΧΔ ΕΦ 9Γ 6 Η 5+3? 3Ι 3 ϑ 3 6 ΗΚ Η Λ!Κ Η7 Μ ΒΜ 7 Ν!! Ο 8 8 5 9 6 : Π 5 6 8 9 9 5 6 Δ 9 Δ 9 Δ 9 7 Θ Μ 9 8 Ρ
Υ 2 Δ Υ 1 = 1 : Φ Υ 1 Ω 5 ς ) Ν + Φ 5 ς ς Α+ ) Ν Φ 6 Ξ ς Α+ 4 Φ Ψ Ψ + = Ε 6 Ψ Ε Ε Π Υ Α Ε Ω 2? Ε 2 5 Ο ; Μ : 4 1 Ω % Β 3 : ( 6 Γ 4 Ρ 2 Ρ
# % & & ( & ) +,. / 0 11 + 23 4 4 5 6 7 %+ 8 9 : ; 8 < %+ % = 4 )>? > Α ( 8 % 1 1 Β Χ > Χ Δ Χ Β > Ε) > 4 > Ε) Φ Δ 5 Γ + % 8 + %. < 6 & % &. : 5 Η+ % Ι & : 5 &% + 8 ) : 6 %, 6, + % 5 ϑ # & > 2 3 Χ Δ Α ;
υ υ υ υ υ υ υ υ υ υ υ υ υ υ υ è é é è υυ ν ε ε è α α α α α α α α α τ E h L. ν = λ = h p Ξ v k ν pe nµ Λ ν µ ν µ ε µ π ~ n p n np ~ π N Ξ + p n o o Λ Ξ Ξ SU 3
! Χ Δ? Η Δ? Β Ι Β? ϑ Κ 1 Ε?? Λ Μ Ν Ο Π Β? Δ? Β Ι ΘΗ Κ 1 Ε? Β? ϑ Ν Η Η Δ?? Ρ? Ι Β Χ Τ Τ Ο ς Ι Δ Ω Χ Β [ Υ Ψ? [ Η Β? Β Υ? Ι Δ? Δ? Ο Ξ Ψ Ι Π Β Υ?????? Ι?
! # % & () +, (. / 0, 1 ( 1 % & (). + 2 ) 3., ( 4 5 6 + 5 8 9 : ; ? Α 6Α? Β Χ Δ Δ? Α ΕΦ? Χ Γ?!! Ε 6Α >Α ! Χ Δ? Η Δ? Β Ι Β? ϑ Κ 1 Ε?? Λ Μ Ν Ο Π Β? Δ? Β Ι ΘΗ Κ 1 Ε? Β? ϑ Ν Η Η Δ?? Ρ? Ι Β Χ Τ Τ Ο ς
Θ Θ Γ 2 Ρ 3 Ω Ω Ω Ξ, ;;> /;? ; ;;<<; > # ( 3 ) #2# #% 3 (#) # ( #) ) ( ) #) & ) 3 % & &89#(#( #3) ) 2 (#(# % ) ()# <= +: ;8.../;< # ; / +2.. ;//.;.82
. )/,. % ) # # % & ( ) )+,,% # % ) 1 2 3 4 4 5 67 /8 9: 6 18 ; < < < 2 = 3 & 2 < 3 > 6?? 7 2 = 3 ( ΑΒ 2 Β 3 Χ 8 :? / ) Δ 2 Β 3 7 8 Ε ) Φ? 8: Γ Ε 2 Β 3 ( Η Η 2 Β 3 Ι 6 ϑ 6 / 2 3 ΚΛϑ Μ 6 : ϑ 2 Β 3 Ν 6 Δ