Main control method of roadway retention by anchoring and roof cutting in deep mining roadway
A mining roadway and roof cutting technology, which is applied in tunnels, mining equipment, bolt installation, etc., can solve problems such as difficult to meet the support requirements of deep gob-side roadways
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[0095] Such as Figure 1 to Figure 5 As shown, this embodiment provides a main control roadway retaining method for anchoring, grouting and roof cutting in deep recovery roadway, including the following steps:
[0096] Step 1. Determining the technical parameters required for deep mining roadway to realize roof cutting and retaining roadway
[0097] Technical parameters include:
[0098] Mining height h, unit is m;
[0099] The distance L between the basic roof fracture line 10 and the coal wall 0 , the unit is m;
[0100] Basic top rock beam 6 length L 1 , the unit is m;
[0101] Direct top 3 suspension length L S , the unit is m;
[0102] Roadway width L R , the unit is m;
[0103] Overburden 1 bulk density γ S , the unit is kN / m 3 ;
[0104] Thickness of overlying strata 1 m S , the unit is m;
[0105] Basic top 2 rock formation bulk density¶ E , the unit is kN / m 3 ;
[0106] Basic top 2 rock layer thickness m E , the unit is m;
[0107] Direct Top 3 Form...
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