Classification and support selection of surrounding rock stability of roadway

Clustering center value of classification index of surrounding rock stability of roadway mining roadway

Roadway category

σ top / Mpa

σ coal / Mpa

σ bottom / Mpa

N

H/m

X

D/m

I (very stable)

95

25

60

0.03

260

0

24.3

II (stable)

50

18

35

2.35

300

0.105

14.9

III (medium stability)

30

12

12

3.10

380

0.365

10.3

IV (unstable)

45

16

30

2.65

340

0.576

11.9

V (very unstable)

25

11

11

3.19

410

0.765

9.7

The coal pillar width index of the roadway is linearized and clustered

The average value and range value of the surrounding rock movement of various roadways

Roadway surrounding rock stability category

The amount of the top and bottom plates of the mining roadway is close/mm

Develop and prepare the roadway floor and floor closer/mm

average value

Range value

average value

Range value

I

30

10~50

25

0 to 50

II

75

50~100

75

50~100

III

250

100~400

150

100~200

IV

500

400~600

400

200~600

V

1200

600~1800

1000

600~1400

Note: For the lanes belonging to Class I and Class V, when calculating the approaching amount, u 1 and u 5 respectively take the minimum and maximum values ​​within the range of the near amount.

Basic support form and main parameters of roof bolts in coal roadway

Roadway

category

Roadway surrounding rock

Stable condition

Basic support form

Main support parameters

I

Very stable

Integral sandstone , limestone rock formations, unsupported

Other rock layers, single anchor

End anchor rod diameter ≥16mm, rod length 1.6~1.8m, spacing between 0.8~1.2m, design anchoring force≥64~80kN

II

stable

The top plate is relatively complete, the single anchor

The top plate is broken, the bolt + net

End anchor rod diameter ≥16~18mm, rod length 1.6~2.0m, spacing between 0.8~1.0m, design anchoring force 64~80kN

III

Moderately stable

The top plate is relatively complete, the anchor + reinforced beam or truss

The top plate is broken, the anchor + W steel strip (or steel beam) + net,

Truss + net, or add anchor

End anchor rod diameter ≥16~18mm, rod length 1.6~2.2m, spacing between 0.6~1.0m, design anchoring force 64~80kN

Full-length anchoring rod diameter ≥18~22mm, rod length 1.8~2.4m, spacing between 0.6~1.0m,

IV

Unstable

Anchor + W steel belt + net, or increase anchor cable

Truss + net, or add anchor

Full-length anchoring rod diameter ≥18~22mm, rod length 1.8~2.4m, spacing between 0.6~1.0m,

V

Extremely unstable

More complete roof, yieldable anchor + metal stent, or increasing the anchor; more top plate broken bolt + net + yieldable metal stent, or increasing the anchor; severe floor heave, + anchor stent ring may be reduced

Full-length anchoring rod diameter ≥18~24mm, rod length 2.0~2.6m, spacing between 0.6~1.0m,

EVA Ski Back Protector

High elastic design, one-piece fit without restraint, excellent fabric absorbs sweat and breathes. The special design provides pressure to the body, and flexion and extension exercises can also fit comfortably. China Eva Ski Back Protector,Back Protector For Sking manufacturers, welcome Back Protector For Snowboarding,Adult Back Protector purchasers from worldwide to visit our site.

Eva Ski Back Protector,Back Protector For Sking,Back Protector For Snowboarding,Adult Back Protector

Dongguan Yoloon Sports Goods Co.,LtD , https://www.dgyoloonprotection.com