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Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
Segment Tunnel Straight Bolt
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Segment Tunnel Straight Bolt

Segment Tunnel Straight Bolts are crucial fasteners used in the assembly and stabilization of tunnel segments, especially in large-scale tunneling projects such as subway systems, railway tunnels, and road tunnels. These bolts are used to connect the straight edges of precast concrete segments, ensuring a secure and aligned structure as the tunnel is built. GNEE Rail specializes in the production of high-quality Segment Tunnel Straight Bolts for use in large-scale tunneling projects. The company ensures that each bolt is manufactured to meet stringent industry standards for strength, durability, and performance. GNEE Rail offers a range of sizes and customization options to suit the specific needs of different tunnel projects, ensuring secure and reliable assembly of tunnel segments.

Segment Tunnel Straight Bolt Specification

Tunnel Segment Bolt
Mechanical and Physical Properties Performance Level
3.6 4.6 4.8 5.6 5.8 6.8 8.8 9.8 10.9 12.9
d≤163) d>163)
Nominal Tensile Strength N/mm2 300 400 500 600 800 800 900 1000 1200
Minimum tensile strength N/mm2 330 400 420 500 520 600 800 830 900 1040 1220
Vickers hardness HV F≥98N min 95 120 130 155 160 190 250 255 290 320 385
max 2206) 250 320 335 360 380 435
Brinell hardness HB F=30 D2 min 90 114 124 147 152 181 238 242 276 304 366
max 2096) 238 304 318 342 361 414
Rockwell hardness HR min HRB 52 67 71 79 82 89 / / / / /
HRC / / / / / / 22 23 28 32 39
max HRB 95.06) 99.5 / / / / /
HRC / 32 34 37 39 44
Surface hardness HV 0.3 max / 7)
Yield point N/mm2 Nominal 180 240 320 300 400 480 / / / / /
min 190 240 340 300 420 180 / / / / /
Specified non-proportional elongation stress N/mm2 Nominal / / 640 640 720 900 1080
min / / 640 660 720 940 1100
Guaranteed stress N/mm2 0.94 0.94 0.91 0.93 0.9 0.92 0.91 0.91 0.90 0.88 0.88
180 225 310 280 380 440 580 600 650 830 970
Breaking torque MB,N.m min / according to GB/T3098.13 regulations
Elongation after breaking % min 25 22 / 20 / / 12 12 10 9 8
rate of reduction in area % min / 52 48 48 44
Shock absorption work Aku,min 25 30 30 25 20 15
Head firmness No break
Minimum height of undecarburized thread E / 1/2H1 2/3H1 3/4H1
Maximum depth of fully decarburized layer G,mm / 0.015
Hardness after tempering / The difference between the average hardness before and after tempering is not more than 20HV
Surface defects According to GB/T 5779.1 or GB/T 5779.3 regulations