A Design Method of Tool Arrangement for Full-face Tunneling Machine Based on Stratum Conditions
A technology of full-section roadheader and design method, applied in mining equipment, earth-moving drilling, instruments, etc., can solve the problem of not considering the influence of tool arrangement, not giving tool calculation method, and not considering tool rock breaking efficiency. impact, etc.
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Embodiment 1
[0183] The face of the tunnel is sandy soil, wr=30%, d s =0.03m, shield machine R=0.5m, B=0.02m, tool w=0.08m, ct=0.01m, θ 1 = 0, ρ 1 = 70mm.
[0184] According to formula (6), it is calculated that θ≥13.586°, and the corresponding c max for 26.
[0185] to c max =26 checks: according to formula (1) and formula (2), c max = 26 hours r s =4.15×0.08=0.332m, R-B-r s =0.148m>l min =4.65×0.03=0.1395m, so c in step 4 max =26.
[0186] According to formula (7), s'=106mm.
[0187] According to formula (10), Then N s1 =6.
[0188] According to formula (11), N s =6.
[0189] According to formula (12),
[0190] According to step 4, when c max >N s hour,
[0191] According to formula (13), formula (14), formula (15) and step 4, table 3 is obtained.
[0192] Table 3 The results of the cutter layout design of Example 1
[0193]
[0194]
[0195] According to step 5, each tool satisfies formula (21), so the tool arrangement design is as follows Figure 10 sho...
Embodiment 2
[0197] The working face is moderately weathered tuff interbedded with pebble layers, R c =24MPa, d s =0.3m, shield machine R=1m, B=0.1m, cutter w=0.1m, ct=0.02m, θ 1 = 1, ρ 1 =80mm.
[0198] According to formula (6), it is calculated that θ≥31°, and the corresponding c max for 10.
[0199] to c max =10 to check: according to formula (1) and formula (2), c max = 10 o'clock r s =1.62×0.1=0.162m, R-B-r s =0.738m>l min =2.12×0.3=0.636m, so c in step 4 max =10.
[0200] According to formula (8), s'=92mm.
[0201] According to formula (10), Then N s1 =11.
[0202] According to formula (11), N s =12.
[0203] According to formula (12),
[0204] According to step 4, when c max s hour,
[0205] According to formula (16), formula (17), formula (18), formula (19), formula (20) and step 4, get Table 4.
[0206]The cutter layout design result of table 4 embodiment 2
[0207]
[0208]
[0209] According to step 5, each tool satisfies formula (21), so the tool...
Embodiment 3
[0211] The face of the face is moderately weathered granite layer, R c =60MPa, d s =0.12m, shield machine R=0.3m, B=0.05m, tool w=0.12m, ct=0.02m, θ 1 = 0, ρ 1 = 60mm.
[0212] According to formula (6), it is calculated that θ≥78.34°, and the corresponding c max for 4.
[0213] to c max =4 is checked: according to formula (1) and formula (2), c max = 4 o'clock r s =0.71×0.12=0.0852m, R-B-r s =0.1648m>l min =1.21×0.12=0.1452m, so c in step 4 max =4.
[0214] According to formula (9), s'≈84.5mm.
[0215] According to formula (10), Then N s1 =4.
[0216] According to formula (11), N s =4.
[0217] According to formula (12),
[0218] According to step 4, when c max =N s hour,
[0219] According to formula (13), formula (14), formula (15) and step 4, table 5 is obtained.
[0220] Table 5 The results of the cutter arrangement design of the third embodiment
[0221]
[0222] According to step 5, each tool satisfies formula (21), so the tool arrangement d...
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