Main control and roadway retaining method for anchor injection and top-cutting in deep mining roadway
A mining roadway and roof cutting technology, which is applied in the direction of tunnel, tunnel lining, bolt installation, etc., can solve the problem that it is difficult to meet the support requirements of deep gob-side roadway
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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, which includes 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...
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