Device and method for controlling roof subsidence of goaf with beam-column composite structure
A combined structure and roof sinking technology, which is applied in mining equipment, earthwork drilling, bolt installation, etc., can solve the problems of unsatisfactory roof control effect, large suspended roof area, and large amount of space, and achieve beam-column type The combined structure is stable and reliable, the system is easy to install, and the production efficiency is high.
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Embodiment 1
[0056] 1. When the thickness of the immediate roof is greater than 5m, the strength is greater than 100MPa, and the integrity is good, calculate the initial collapse step distance L according to the engineering conditions 1 , and use the safety factor method and branch area distribution method to determine the filling spacing L' and the side length a of the square filling cylinder; where: L'=L 1 -a, where h is the thickness of the direct top, R T is the direct top tensile strength, q is the direct top overlying load, f cu is the compressive strength of the packed column, k 1 、k 2 is the safety factor;
[0057] 2. Design the position of the filling column and the truss anchor cable according to the filling spacing. The truss anchor cable is located on the center line of the suspended area between two adjacent filling columns; determine the size of the truss anchor cable according to the roof rock layer conditions and the size of the suspended roof. The anchorage section o...
Embodiment 2
[0066] 1. When the thickness of the immediate roof is less than 5m, the strength is less than 100MPa and the integrity is poor, calculate the periodic collapse step L according to the engineering conditions 2 , and use the safety factor method and branch area distribution method to determine the filling spacing L' and the side length a of the square filling cylinder; where: L'=L 2 -a, where h is the thickness of the direct top, R T is the direct top tensile strength, q is the direct top overlying load, f cu is the compressive strength of the packed column, k 1 、k 2 is the safety factor;
[0067] 2. Design the position of the filling column and the truss anchor cable according to the filling spacing. The truss anchor cable is located on the center line of the suspended area between two adjacent filling columns; determine the size of the truss anchor cable according to the roof rock layer conditions and the size of the suspended roof. The anchorage section of the cable is ...
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