JIS G3466 tus qauv yog Japanese Industrial Standard uas qhia txog qhov yuav tsum tau rau carbon steel square thiab rectangular raj npaj rau lub hom phiaj dav dav. Cov raj no tau siv dav hauv kev tsim kho, engineering engineering, txuas hniav, tshuab, thiab ntau yam steel qauv. Lawv yog cov yam ntxwv los ntawm lawv cov weldability zoo heev, cov khoom siv kho tshuab tsis sib xws, thiab tus nqi -kev ua tau zoo rau cov qauv txheej txheem.

 

JIS G3466 tshwj xeeb npogcarbon steel tubes rau kev tsim qauvuas feem ntau yog tsim los ntawm txias- txheej txheem tsim thiab tom qab hluav taws xob tiv thaiv welded (ERW). Cov ntu no tau muab tso rau hauv raws li -rolled mob yam tsis muaj kev kho cua sov tshwj tsis yog tau teev tseg.

 

Cov qauv no qhia txog cov kev xav tau rau cov tshuaj muaj pes tsawg leeg, cov khoom siv kho tshuab, thiab qhov ntev ntev ntawm cov qauv steel hlau.

 

Yog tias koj tab tom ua haujlwm nrog square lossis square hollow seem (SHS, RHS) rau cov qauv siv hauv cov haujlwm ua raws li cov lus qhia hauv Nyij Pooj lossis thoob ntiaj teb, kev nkag siab txog JIS G3466 yog qhov tseem ceeb los xyuas kom meej cov khoom zoo, kev tsim khoom sib xws, thiab kev ua haujlwm zoo.

 

LEFIN STEEL --- Koj Trusted Partner for High-Quality Steel Tubes thiab Pipes

 

Txuj JIS G3466
Daim ntawv thov Siv rau civil engineering architecture thiab lwm yam sturctures
Qib Steel STKR400, STKR490
Kev tsim khoom ERW thiab Seamless rau hauv cov raj square.
Dimension 20 * 20 rau 350 * 350
Rectangular 30 * 20 rau 400 * 200
Phab ntsa thickness Square 1.2-12.5 hli
Rectangular 1.2-12 hli
Kuaj Tshuaj ntsuam xyuas
Tensile xeem
Comparative Standard ASTM A500 (Gr.B Gr.C), EN10025 (S275JR S355J0), KS (SPSR400 SPSR490)

 

JIS G 3466 Scope of Application:

 

JIS G 3466 qhia txog qhov yuav tsum tau ua rau cov pa roj carbon steel square thiab cov raj duab plaub uas tsim los ntawm cov txheej txheem hluav taws xob tiv thaiv vuam (ERW). Nws muaj feem xyuam rau cov raj siv rau kev tsim vaj tsev engineering, kev tsim kho, kev tsim vaj tsev, tshuab, thiab lwm yam kev siv hluav taws xob. Tus txheej txheem feem ntau npog cov pa roj carbon steel, kom ntseeg tau tias cov khoom siv kho tshuab txhim khu kev qha rau kev siv cov qauv.

 

Hauv cov ntsiab lus, JIS G3466 yog tus qauv rau cov qauv carbon steel hlau. Nws tshwj xeeb tsom rau cov qib carbon steel thiab nws lub hauv paus hauv Japanese Industrial Standards (JIS) system. Nws yog ib qho tseem ceeb heev rau kev siv xws li kev tsim vaj tse, txuas hniav, yees, thiab kev txhawb nqa.

 

Lub Classified Steels

 

Cov hlau hauv JIS G 3466 tau muab faib ua ntau qib raws li lawv lub zog tensile thiab cov ntsiab lus tawm los. Tsis zoo li European tus qauv uas siv cov ncauj lus kom ntxaws naming system nrog rau qhov ntsuas qhov cuam tshuam, JIS G 3466 siv cov txheej txheem tsim qib yooj yim.

 

Cov qib tseem ceeb tau teev tseg hauv JIS G 3466 yog:

 

Lub cim ntawm qib
STKR400
STK490

 

Kev piav qhia ntawm Qib Qib:

 

 STK:Stands rau "Steel Tube rau cov qauv dav dav" (K yog lub npe rau kev tsim qauv).

 Tus lej:Qhia qhov tsawg kawg nkaus tensile lub zog (N / mm²) ntawm cov khoom.

 

Piv txwv li:TIAB SA 490

 

 STK-- Steel Tube rau cov qauv dav dav

 490- Tsawg tensile zog ntawm 490 N / mm²

 

JIS G 3466 Cov Lus Qhia rau Kev Siv Tshuaj

 

Cov tshuaj muaj pes tsawg leeg yuav tsum tau sib txawv raws qib. Cov lus hauv qab no qhia txog cov kev txwv rau cov qib tseem ceeb (raws li tus qauv, rau kev siv).

 

Tshuaj muaj pes tsawg leeg
Chav tsev:%
Lub cim ntawm qib C Si Mn P S
STKR400 0.25 max. 0.040 max. 0.040 max.
STK490 0.18 max. 0.55 max. 1.65 max. 0.035 max. 0.035 max.
Cov ntsiab lus hlau tsis suav nrog hauv cov lus no thiab cov ntsiab lus qhia nrog "一" tuaj yeem raug ntxiv raws li qhov tsim nyog.

 

JIS G 3466 Mechanical Properties

 

Cov khoom siv kho tshuab, suav nrog cov ntsiab lus tawm los (lossis pov thawj kev ntxhov siab) thiab lub zog tensile, yog qhov tseem ceeb rau kev tsim qauv.

 

Mechanical Properties
Lub cim ntawm qib Tensile
zog

N / mm²
Yield point
los yog pov thawj
kev nyuaj siab a)
N / mm²
Elongation
%
Tensile xeem daim Kuaj kev taw qhia
Test daim No.5 Tube axis kev taw qhia
STKR400 400 min. 245 feeb. 23 feeb.
STK490 490 nqi. 325 nqi. 23 feeb.
CEEB TOOM 1N/mm²=1MPa
Nco tseg a) Tshwj tsis yog tias tau teev tseg, qhov taw qhia tawm los yuav yog qhov taw qhia siab tshaj tawm, ReH, lossis, qhov twg qhov no tsis tau hais, qhov 0.2% pov thawj kev ntxhov siab, Rpo.2.

 

Dimensional Tolerances

 

Lub tolerances ntawm qhov ntev, xws li sab nraud qhov ntev rau square / rectangular raj, thickness, thiab ntev, yog tsim nyob rau hauv raws li cov specifications teev nyob rau hauv JIS G 3466.

 

Speclfied yam khoom thiab dimension Dimensional kam rau ua
Ntev ntawm sab Tsawg dua los yog sib npaug li 100 mm ± 1.5 hli
>100 hli ±1.5%
Unevenness ntawm lub tiaj tiaj
ib feem ntawm txhua sab
Sidelength Tsawg dua los yog sib npaug li 100 mm 0.5 hli max
Sidelength >100 hli Tsis pub dhau 0.5% ntawm sab ntev
Anguiarity ua los ntawm qhov chaw tiaj tiaj tiaj tiaj ±1.5%
Dimension ntawm kaum: s 3mm max
Ntev + Tsis paub meej 0
Kev tsis ncaj ncees Tsis pub dhau 0.3% ntawm sab ntev
Phab ntsa thickness Square steel raj tsim los ntawm vuam <3mm ± 0.3 hli
Ntau dua lossis sib npaug li 3 hli ±10%
Seamless square steel raj <4mm ± 0.6 hli
Ntau dua lossis sib npaug li 4 hli ±15%

 

JIS G3466 Tube qhov ntev thiab cov lus qhia tshwj xeeb

 

Dimensions ntawm tubes (square)
Sab ntev
A×B

mm
Phab ntsa
tuab -
ness
t
mm
Kev siv
Chav tsev
pawg
W
kg/m
Sectional
thaj chaw)
S
cm xo
page-1-1Geometrical kev ·
cov txiv neej inertia a)
Ib, Ix
cm4 ua
Tshooj
modulus a)
Zx, Zy
cm3 ua
Radius ntawm gyration
ntawm cross"section a)
ix, ib
cm
40×40 1.6 1.88 2.392 5.79 2.90 1.56
40×40 2.3 2.62 3.332 7.73 3.86 1.52
50×50 1.6 2.38 3.032 11.7 4.68 1.96
50×50 2.3 3.34 4.252 15.9 6.34 1.93
50×50 3.2 4.50 5.727 20.4 8.16 1.89
60×60 1.6 2.88 3.672 20.7 6.89 2.37
60×60 2.3 4.06 5.172 28.3 9.44 2.34
60×60 3.2 5.50 7.007 36.9 12.3 2.30
75×75 1.6 3.64 4.632 41.3 11.0 2.99
75×75 2.3 5.14 6.552 57.1 15.2 2.95
75×75 3.2 7.01 8.927 75.5 20.1 2.91
75×75 4.5 9.55 12.17 98.6 26.3 2.85
80×80 2.3 5.50 7.012 69.9 17.5 3.16
80×80 3.2 7.51 9.567 92.7 23.2 3.11
80×80 4.5 10.3 13.07 122 30.4 3.05
90×90 2.3 6.23 7.932 101 22.4 3.56
90×90 3.2 8.51 10.85 135 29.9 3.52
100×100 2.3 6.95 8.852 140 27.9 3.97
100×100 3.2 9.52 12.13 187 37.5 3.93
100×100 4.0 11.7 14.95 226 45.3 3.89
100×100 4.5 13.1 16.67 249 49.9 3.87
100×100 6.0 17.0 21.63 311 62.3 3.79
100×100 9.0 24.1 30.67 408 81.6 3.65
100×100 12.0 30.2 38.53 471 94.3 3.50
125×125 3.2 12.0 15.33 376 60.1 4.95
125×125 4.5 16.6 21.17 506 80.9 4.89
125×125 5.0 18.3 23.36 553 88.4 4.86
125×125 6.0 21.7 27.63 641 103 4.82
125×125 9.0 31.1 39.67 865 138 4.67
125×125 12.0 39.7 50.53 103×10 165 4.52
150×150 4.5 20.1 25.67 896 120 5.91
150×150 5.0 22.3 28.36 982 131 5.89
150×150 6.0 26.4 33.63 115×10 153 5.84
150×150 9.0 38.2 48.67 158×10 210 5.69
175×175 4.5 23.7 30.17 145×10 166 6.93
175×175 5.0 26.2 33.36 159×10 182 6.91
175×175 6.0 31.1 39.63 186×10 213 6.86
200×200 4.5 27.2 34.67 219×10 219 7.95
200×200 6.0 35.8 45.63 283×10 283 7.88
200×200 8.0 46.9 59.79 362×10 362 7.78
200×200 9.0 52.3 66.67 399×10 399 7.73
200×200 12.0 67.9 86.53 498×10 498 7.59
250×250 5.0 38.0 48.36 481×10 384 9.97
250×250 6.0 45.2 57.63 567×10 454 9.92
250×250 8.0 59.5 75.79 732×10 585 9.82
250×250 9.0 66.5 84.67 809×10 647 9.78
250×250 12.0 86.8 110.50 103×102 820 9.63
300×300 4.5 41.3 52.67 763×10 508 12.00
300×300 6.0 54.7 69.63 996×10 664 12.00
300×300 9.0 80.6 102.70 143×102 956 11.80
300×300 12.0 106.0 134.50 183×102 122×10 11.70
350×350 9.0 94.7 120.70 232×102 132×10 13.90
350×350 12.0 124.0 158.50 298×102 170×10 13.70
Cov cim hauv cov lus no yog raws li hauv qab no.
 

page-145-150



Nco tseg a) Cov txiaj ntsig hauv cov lus no tau txais los ntawm cov qauv hauv qab no thiab muab sib npaug rau plaub tus lej tseem ceeb rau ntu ntu (s) thiab rau peb lub ntsiab lus tseem ceeb rau lub sijhawm geometrical ntawm inertia(), ntu modulus (Z) thiab lub vojvoog ntawm gyration ntawm cheeb tsam (i), raws li

Txoj Cai A ntawm JIS Z8401.

 

 

Dimensions ntawm tubes (rectangular)
Sab ntev
A×B

mm
Phab ntsa
tuab -
ness

t
mm
Kev siv
Chav tsev
pawg

W
kg/m
Sectional
thaj chaw a)

s
cm xo
Geometrical ua
ment ntawm inertia a)
Tshooj Modulus a) Radius ntawm gyra
tion ntawm
hla -section a)
Ix
cm4 ua
Iy
cm4 ua
Zx
cm3 ua
Zy
cm3 ua
ib ix
cm
iy
cm
50×20 1.6 1.63 2.072 6.08 1.42 2.43 1.42 1.71 0.829
50×20 2.3 2.25 2.872 8.00 1.83 3.20 1.83 1.67 0.798
50×30 1.6 1.88 2.392 7.96 3.60 3.18 2.40 1.82 1.23
50×30 2.3 2.62 3.332 10.6 4.76 4.25 3.17 1.79 1.20
60×30 1.6 2.13 2.712 12.5 4.25 4.16 2.83 2.15 1.25
60×30 2.3 2.98 3.792 16.8 5.65 5.61 3.76 2.11 1.22
60×30 3.2 3.99 5.087 21.4 7.08 7.15 4.72 2.05 1.18
75×20 1.6 2.25 2.872 17.6 2.10 4.69 2.10 2.47 0.855
75×20 2.3 3.16 4.022 23.7 2.73 6.31 2.73 2.43 0.824
75×45 1.6 2.88 3.672 28.4 12.9 7.56 5.75 2.78 1.88
75×45 2.3 4.06 5.172 38.9 17.6 10.4 7.82 2.74 1.84
75×45 3.2 5.50 7.007 50.8 22.8 13.5 10.1 2.69 1.80
80×40 1.6 2.88 3.672 30.7 10.5 7.68 5.26 2.89 1.69
80×40 2.3 4.06 5.172 42.1 14.3 10.5 7.14 2.85 1.66
80×40 3.2 5.50 7.007 54.9 18.4 13.7 9.21 2.80 1.62
90×45 2.3 4.60 5.862 61.0 20.8 13.6 9.22 3.23 1.88
90×45 3.2 6.25 7.967 80.2 27.0 17.8 12.0 3.17 1.84
100×20 1.6 2.88 3.672 38.1 2.78 7.61 2.78 3.22 0.870
100×20 2.3 4.06 5.172 51.9 3.64 10.4 3.64 3.17 0.839
100×40 1.6 3.38 4.312 53.5 12.9 10.7 6.44 3.52 1.73
100×40 2.3 4.78 6.092 73.9 17.5 14.8 8.77 3.48 1.70
100×40 4.2 8.32 10.60 120 27.6 24.0 13.8 3.36 161
100×50 1.6 3.64 4.632 61.3 21.1 12.3 8.43 3.64 2.13
100×50 2.3 5.14 6.552 84.8 29.0 17.0 11.6 3.60 2.10
100×50 3.2 7.01 8.927 112 38.0 22.5 15.2 3.55 2.06
100×50 4.5 9.55 12.17 147 48.9 29.3 19.5 3.47 2.00
125×40 1.6 4.01 5.112 94.4 15.8 15.1 7.91 4.30 1.76
125×40 2.3 5.69 7.242 131 21.6 20.9 10.8 4.25 1.73
125×75 2.3 6.95 8.852 192 87.5 30.6 23.3 4.65 3.14
125×75 3.2 9.52 12.13 257 117 41.1 31.1 4.60 3.10
125×75 4.0 11.7 14.95 311 141 49.7 37.5 4.56 3.07
125×75 4.5 13.1 16.67 342 155 54.8 41.2 4.53 3.04
125×75 6.0 17.0 21.63 428 192 68.5 51.1 4.45 2.98
150×75 3.2 10.8 13.73 402 137 53.6 36.6 5.41 3.16
150×80 4.5 15.2 19.37 563 211 75.0 52.9 5.39 3.30
150×80 5.0 16.8 21.36 614 230 81.9 57.5 5.36 3.28
150×80 6.0 19.8 25.23 710 264 94.7 66.1 5.31 3.24
150×100 3.2 12.0 15.33 488 262 65.1 52.5 5.64 4.14
150×100 4.5 16.6 21.17 658 352 87.7 70.4 5.58 4.08
150×100 6.0 21.7 27.63 835 444 111 88.8 5.50 4.01
150×100 9.0 31.1 39.67 113×10 595 151 119 5.33 3.87
200×100 4.5 20.1 25.67 133×10 455 133 90.9 7.20 4.21
200×100 6.0 26.4 33.63 170×10 577 170 115 7.12 4.14
200×100 9.0 38.2 48.67 235×10 782 235 156 6.94 4.01
200×150 4.5 23.7 30.17 176×10 113×10 176 151 7.64 6.13
200×150 6.0 31.1 39.63 227×10 146×10 227 194 7.56 6.06
200×150 9.0 45.3 57.67 317×10 202×10 317 270 7.41 5.93
250×150 6.0 35.8 45.63 389×10 177×10 311 236 9.23 6.23
250×150 9.0 52.3 66.67 548×10 247×10 438 330 9.06 6.09
250×150 12.0 67.9 86.53 685×10 307×10 548 409 8.90 5.95
300×200 6.0 45.2 57.63 737×10 396×10 491 396 11.3 8.29
300×200 9.0 66.5 84.67 105×102 563×10 702 563 11.2 8.16
300×200 12.0 86.8 110.5 134×102 711×10 890 711 11.0 8.02
350×150 6.0 45.2 57.63 891×10 239×10 509 319 12.4 6.44
350×150 9.0 66.5 84.67 127×102 337×10 726 449 12.3 6.31
350×150 12.0 86.8 110.5 161×102 421×10 921 562 12.1 6.17
400×200 6.0 54.7 69.63 148×102 509×10 739 509 14.6 8.55
400×200 9.0 80.6 102.7 213×102 727×10 107×10 727 14.4 8.42
400×200 12.0 106 134.5 273×102 923×10 136×10 923 14.2 8.28
Cov cim hauv cov lus no yog raws li hauv qab no.
 

page-115-183



Nco tseg a) Cov txiaj ntsig hauv cov lus no tau txais los ntawm cov qauv hauv qab no thiab muab sib npaug rau plaub qhov tseem ceeb rau ntu ntu (s) thiab rau peb daim duab tseem ceeb rau lub sijhawm geometrical o inertia (I), ntu modulus (Z) thiab lub vojvoog ntawm gyration ntawm cheeb tsam (i), raws li Txoj Cai A ntawm JIS Z8401.