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H > 사업영역 > 철강사업부 > 형강류

형강류

철판망 Expanded-Metal Plates

철판망
용도 Model Strand 단위중량 KG KG Model(KS,JIS규격)
T W (kg/m²) 3´6´ 4´8´ 종류 품번
Standard형- Metal Lath용
- 타설물 안전보호망
- 버스의 Engine Cover
- 외관 장식용 		SS132 1.6 2.0 4.19 7.0 12.4 XS 32
SS133 2.3 3.0 9.03 15.1 26.8 33
SS241 1.6 2.0 2.28 3.81 6.78 41
SS242 2.3 2.5 4.10 6.86 12.2 42
SS243 3.2 3.5 8 13.4 23.8 43
Grating형 - 검사통로
- 보행발판 및 계단
- 구조물 설치용
- P.S.P 대용
- Checkered Plate 및 Bar Grating 대용 		SG362 4.5 7.0 13.7 22.9 40.7 XG 21
SG363 6.0 7.0 18.3 30.6 54.4 22
SG364 6.0 9.0 23.6 39.5 70.1 23
SG342-1 4.5 7.0 14.5 24.2 43.1 XG 11
SG343-1 6.0 7.0 19.4 32.4 57.7 12
SG344-1 6.0 9.0 24.9 41.6 74.0 13
Fence형·고속도로 중앙분리
및 차광Fence		 SS341 2.3 3.0 3.19 5.33 9.48 XS 61
SS342 3.2 4.0 5.91 9.88 17.6 62
SS343 4.5 5.0 10.4 17.4 30.9 63

하늘색 바탕일반규격

T 형강 Structural Tees(Cut Tees)

압력(고온.저온)배관용 강관
공칭치수
Nominal
Size
(mm)		 높이
Depth
of Section
(mm)		 폭
Flange
Width
(mm)		 두께
Thickness
(mm)		 코너반경
Coner
Radius
(mm)		 단위중량
Unit
Weight
(kg/m)		 단면적
Sectional
Area
(Cm²)		 단면계수
Modulus
of Section
(cm²)
Web Flange
H B t¹ t² r W A Zx Zy
50x100 50 100 6 8 10 8.6 10.95 4.03 13.4
62.5x125 62.5 125 6.5 9 10 11.9 15.16 6.91 23.5
75x75 75 75 5 7 8 7.01 8.925 7.46 6.59
75x100 75 100 6 9 11 10.5 13.42 8.84 15.1
75x150 75 150 7 10 11 15.8 20.07 10.8 37.6
100x100 100 100 5.5 8 11 10.7 13.58 14.8 13.4
100x150 97 150 6 9 13 15.3 19.51 15.8 33.8
100x200 100 200 8 12 13 24.9 31.77 22.3 80.1
100 204 12 12 13 28.1 35.77 32.4 83.4
104 202 10 16 13 32.8 41.85 29.5 109
125x125 124 124 5 8 12 12.8 16.34 21.3 20.5
125 125 6 9 12 12.8 18.83 25.6 23.5
125x175 122 175 7 11 16 22.1 28.12 29.1 56.3
125x250 122 252 11 11 16 32.2 41.03 45.3 117
124 249 8 13 16 33.2 42.35 34.9 134
125 250 9 14 16 36.2 46.09 39.5 146
125 255 14 14 16 41.1 52.34 59.4 152
150x150 149 149 5.5 8 13 16.0 20.40 33.8 29.7
150 150 6.5 9 13 18.4 29.39 40.0 33.8
150x200 147 200 8 12 18 28.4 36.19 48.2 80.2
149 201 9 14 18 32.7 41.68 55.2 94.4
150x300 147 302 12 12 18 42.3 56.83 72.3 183
149 299 9 14 18 43.5 55.40 57.0 209
150 300 10 15 18 47.0 59.89 63.7 225
150 305 15 15 18 52.9 67.39 92.5 233
152 301 11 17 18 52.9 67.41 71.4 257
175x175 173 174 6 9 14 20.7 26.34 50.0 45.5
175 175 7 11 14 24.8 31.57 59.3 56.2
175x250 168 249 8 12 20 34.6 44.08 64.0 124
170 250 9 14 20 39.8 50.76 73.1 146
175x350 172 348 10 16 20 57.3 73.00 84.7 323
172 354 16 16 20 65.4 83.32 131 335
175 350 12 19 20 68.2 86.94 140 388
200x200 198 199 7 11 16 28.3 36.08 76.4 72.7
200 200 8 13 16 33.0 42.06 88.6 86.8
200x300 193 299 9 14 22 47.1 60.05 95.5 209
195 300 10 16 22 53.4 67.98 108 204
255x200 223 199 8 12 18 33.1 42.15 109 79.4
225 200 9 14 18 38.0 48.38 124 93.6
255x300 217 299 10 15 24 53.0 67.52 133 224
220 300 11 18 24 61.8 78.69 149 270
250x200 248 199 9 14 20 39.7 50.64 150 92.6
250 200 10 16 20 44.8 57.12 169 107
253 201 11 19 20 51.5 56.65 190 128
250x300 241 300 11 15 26 57.1 72.76 178 225
241 300 11 18 26 64.2 81.76 184 270
300x200 298 199 10 15 22 47.3 60.23 236 99.4
300 200 11 17 22 52.8 67.21 262 114
303 201 12 20 22 59.8 76.24 292 135
306 202 13 23 22 67.0 85.33 322 157
300x300 291 300 12 17 28 68.0 87.24 280 256
294 300 12 20 28 75.6 96.24 288 301
297 297 14 23 28 87.3 111.2 339 350

* 일반 H 형강을 절단하여 사용

l 형강 I-Beams (KS D 3503,3515/3502)

l형강
표준단면치수
Standard Sectional
Dimension
(mm)		 단면적
Sectiona
l Area
(Cm²)		 단위중량
Unit Weight
(kg/m)		 단면 2차모멘트
Moment
of Inertia
(cm⁴)		 단면2차반경
Radius
of Gyation
(cm)		 단면계수
Modulus
of Section
(cm²)
HxB t¹ t² r¹ r² A W lx ly ix iy Zx Zy
100x75 5 8 7 3.5 16.43 12.9 281 47.3 4.14 1.70 56.2 12.6
125x75 5.5 9.5 9 4.5 20.45 16.1 538 57.5 5.13 1.68 86 15.3
150x75 5.5 9.5 9 4.5 21.83 17.1 819 57.5 6.12 1.62 109 15.3
200x100 7 10 10 5 33.06 26.0 2,170 138 8.11 2.05 217 27.7
250x125 7.5 12.5 12 6 48.79 38.3 5,180 337 10.3 2.63 414 53.9
300x150 10 18.5 19 9.5 83.47 65.5 12,700 886 12.3 3.26 849 118
300x150 11.5 22 23 11.5 97.88 76.8 14,700 1,080 12.2 3.32 978 149
350x150 9 15 13 6.5 74.58 58.5 15,200 702 14.3 3.17 870 93.5
350x150 12 24 25 12.5 111.1 87.2 22,400 1,180 14.2 3.26 1,280 158
400x150 10 18 17 8.5 91.73 72.0 24,100 864 16.2 3.07 1,200 115
400x150 12.5 25 27 13.5 122.1 95.8 31,700 1,240 16.1 3.18 1,580 165
450x150 11 20 19 9.5 116.8 91.7 39,200 1,510 18.3 3.60 1,740 173
400x175 13 26 27 13.5 146.1 115 48,800 2,020 18.3 3.72 2,170 231
600x190 13 25 25 12.5 169.4 133 98,400 2,460 24.1 3.81 3,280 259
600x190 16 35 38 19 224.5 176 130,000 3,540 24.1 3.97 4,330 373

붉은 바탕국내생산 규격

광산지보용 l 형강 Minning I-Beam

광산지보용 l 형강
표준단면치수
Standard Sectional Dimension (mm)		 단위중량
Unit Weight
(kg/m)		 단면적
Sectional Area
(Cm²)		 단면계수
Modulus of Section
(cm²)
HxB t¹ t² r¹ r² W A Zx Zy
100x80 9 12.5 13 4 20.7 26.4 80.7 20.1
130x100 12 17 16 7 35.0 44.6 175 42.3

레일 Rails (경량레일 KS R 9101 보통레일 KS R 9106)

압력(고온.저온)배관용 강관
구분 공칭치수
Nominal Size		 표준단면치수
Standard Sectional Dimension
(mm)		 단위중량
Unit Weight
A B C D F t (kg/m)
경량레일 9kg 63.50 63.50 32.10 17.48 35.72 5.90 8.94
15kg 79.37 79.37 42.86 22.22 43.65 8.33 15.2
22kg 93.66 93.66 50.80 26.69 50.00 10.72 22.3
중레일(보통레일) 30kg 107.95 107.95 60.33 30.95 57.55 12.30 30.1
37kg 122.24 122.24 62.71 36.12 64.69 13.49 37.2
50kg 144.46 127.00 67.87 46.04 70.64 14.29 50.4
50kgN 153.00 127.00 65.00 49.00 74.00 15.00 50.4
60kg 174.00 145.00 65.00 49.00 30.10 16.50 60.8
70kg 148.00 140.00 65.30 52.00 68.00 35.00 69.5

붉은 바탕별도 주문 판매