G80 3mm ak 2mm galvanised lashing chèn segondè tansyon alyaj asye leve chenn lyen pou elektrik anvwaye
G80 3mm ak 2mm galvanised lashing chèn segondè tansyon alyaj asye leve chenn lyen pou elektrik anvwaye
Kategori
Leve ak mare, anvwaye chèn,chèn lyen kout, chèn lyen wonn leve,Chèn klas T, chèn klas DAT,Klas DT chèn, DIN EN 818-7chèn lyen kout pou leve,chèn anvwaye tolerans amann,chèn asye alyaj
Aplikasyon
Leve ak lashing, chay leve, chay obligatwa
Kòm yon manifakti chèn lyen asye wonn pou 30 ane, faktori nou an te rete ak sèvi peryòd la trè enpòtan nan chèn Chinwa fè evolisyon endistri Restoration pou min (chabon m 'an patikilye), leve lou, ak kondisyon transmèt endistriyèl sou wonn gwo fòs. chenn lyen asye. Nou pa sispann nan yo te dirijan manifakti chèn lyen wonn nan Lachin (ak rezèv anyèl plis pase 10,000T), men bwa nan kreyasyon ki pa sispann ak inovasyon.
Figi 1: chèn anvwaye / lyen
Kle
| 1 | Travèse liy santral lyen an | l | se longè anplasman miltip |
| p | se anplasman an | dm | se dyamèt materyèl la jan yo mezire |
| ds | se dyamèt soude a | e | se longè dimansyonman afekte pa soude |
| w3 | se lajè entèn nan soude a | w2 | se lajè ekstèn sou soude a |
Tablo 1: chèn anvwaye / dimansyon lyen (mm)
| Nominal size dn | Material diametertolerance | Pitch | Width | Gauge length of 11 x pn | Weld diameter ds max. | |||
|
pn |
tolerance1) | internal w3 min. | external w2 max. |
l |
tolerance1) | |||
| 4 | ± 0.2 | 12 | 0.25 | 4.8 | 13.6 | 132 | 0.6 | 4.3 |
| 5 | ± 0.2 | 15 | 0.3 | 6.0 | 17.0 | 165 | 0.8 | 5.4 |
| 6 | ± 0.2 | 18 | 0.35 | 7.2 | 20.4 | 198 | 1.0 | 6.5 |
| 7 | ± 0.3 | 21 | 0.4 | 8.4 | 23.8 | 231 | 1.1 | 7.6 |
| 8 | ± 0.3 | 24 | 0.5 | 9.6 | 27.2 | 264 | 1.3 | 8.6 |
| 9 | ± 0.4 | 27 | 0.5 | 10.8 | 30.6 | 297 | 1.4 | 9.7 |
| 10 | ± 0.4 | 30 | 0.6 | 12.0 | 34.0 | 330 | 1.6 | 10.8 |
| 11 | ± 0.4 | 33 | 0.6 | 13.2 | 37.4 | 363 | 1.7 | 11.9 |
| 12 | ± 0.5 | 36 | 0.7 | 14.4 | 40.8 | 396 | 1.9 | 13.0 |
| 13 | ± 0.5 | 39 | 0.8 | 15.6 | 44.2 | 429 | 2.1 | 14.0 |
| 14 | ± 0.6 | 42 | 0.8 | 16.8 | 47.6 | 462 | 2.2 | 15.1 |
| 16 | ± 0.6 | 48 | 0.9 | 19.2 | 54.4 | 528 | 2.5 | 17.3 |
| 18 | ± 0.9 | 54 | 1.0 | 21.6 | 61.2 | 594 | 2.9 | 19.4 |
| 20 | ± 1.0 | 60 | 1.2 | 24.0 | 68.0 | 660 | 3.2 | 21.6 |
| 22 | ± 1.1 | 66 | 1.3 | 26.4 | 74.8 | 726 | 3.5 | 23.8 |
| 1) These tolerances are usually divided into + 2/3 and – 1/3 for both the individyal link and thestandard gauge length. | ||||||||
Tablo 2: limit chaj travay chenn anvwaye (WLL)
| Nominal size dn mm | Chain type T t | Chain type DAT t | Chain type DT t |
| 4 5 6 | 0.5 0.8 1.1 | 0.4 0.63 0.9 | 0.25 0.4 0.56 |
| 7 8 9 | 1.5 2 2.5 | 1.2 1.6 2 | 0.75 1 1.25 |
| 10 11 12 | 3.2 3.8 4.5 | 2.5 3 3.6 | 1.6 1.9 2.2 |
| 13 14 16 | 5.3 6 8 | 4.2 5 6.3 | 2.6 3 4 |
| 18 20 22 | 10 12.5 15 | 8 10 12.5 | 5 6.3 7.5 |
| mean stress N/mm2 | 200 | 160 | 100 |
Tablo 3: anvwaye chèn manifakti fòs prèv ak fòs kraze
| Nominal size dn mm | Manufacturing proof force (MPF) kN mnan. | Breaking force (BF) kN mnan. |
| 4 | 12.6 | 20.1 |
| 5 | 19.6 | 31.4 |
| 6 | 28.3 | 45.2 |
| 7 | 38.5 | 61.6 |
| 8 | 50.3 | 80.4 |
| 9 | 63.6 | 102 |
| 10 | 78.5 | 126 |
| 11 | 95 | 152 |
| 12 | 113 | 181 |
| 13 | 133 | 212 |
| 14 | 154 | 246 |
| 16 | 201 | 322 |
| 18 | 254 | 407 |
| 20 | 314 | 503 |
| 22 | 380 | 608 |
Tablo 4: total elongasyon ultim ak sifas dite
|
| hoist chain types | ||
| T | DAT | DT | |
| Total ultimate elongasyonn A%min | 10 | 10 | 5 |
| Surface hardness min dn < 7 mm, HV 5 dn = 7 mm to 11 mm, HV 10 dn > 11 mm, HV 10 |
360 360 360 |
500 500 450 |
550 550 500 |
