JP3544651B2 - Slope formation method for rock - Google Patents

Description

[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for forming a slope on a rock, which forms a slope on the rock.
[0002]
[Prior art]
Conventionally, when a slope is formed on a bedrock, a crushing hole is formed at predetermined intervals sequentially from the top of the bedrock, and crushing is performed by driving a hopper or a wedge, and an upper surface removing step of removing the crushed bedrock. The upper surface formed in the upper surface removing step is formed by sequentially performing a crushing operation and a removing operation for removing the rock by the same operation as described above.
[0003]
[Problems to be solved by the invention]
With the conventional method of forming slopes on rocks, it is not possible to proceed to the next work unless the crushed rocks are removed, and it takes time and effort, and only the work of crushing rocks in a row can be performed, resulting in poor work efficiency. There was a disadvantage that the cost was high.
[0004]
In view of the above-mentioned conventional disadvantages, the present invention can efficiently form a crushing hole, and does not particularly require a work for removing crushed rock, can work efficiently, and reduces cost. It is intended to provide a method of forming slopes on rocks that can be used.
[0005]
The above and other objects and novel features of the present invention will become more completely apparent when the following description is read in conjunction with the accompanying drawings.
However, the drawings are merely for explanation and do not limit the technical scope of the present invention.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the present invention provides a first bedrock crushing step of forming crushing holes at predetermined intervals near a top end of a bedrock to crush the bedrock at the top end, and the first bedrock crushing step. After the crushing step, crushing holes are formed at predetermined intervals in a portion near the upper end portion of the rock and the remaining rock upper surface portion crushed in the first rock crushing step, and after crushing the lower rock, A second rock crushing step of crushing the rock, and crushing at predetermined intervals respectively at a portion near the upper end portion after the second rock crushing step and at two remaining rock upper surface portions crushed in the second rock crushing step A third rock crushing step of forming holes and sequentially crushing the rock at the upper position from the rock at the lower position constitutes a slope forming method on the rock.
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the drawings.
[0008]
In the first embodiment of the present invention shown in FIGS. 1 to 9, reference numeral 1 denotes a crushing hole 3 formed at a predetermined interval as shown in FIGS. The first rock crushing step 1 for crushing the rock 2a at the top end portion is a rock rock crushing step 1. The first rock crushing step 1 is a rock rock having an inclined surface with two winches 4 and 4 wires 5 and 5 developed by the present inventor. The crushing holes 3 are formed at predetermined intervals by a boring machine 7 attached to the tip of a rock climbing machine 6 that can move upward, and a hopper or an expanding material is stored in the crushing holes 3 formed at predetermined intervals. As shown in the figure, when the rock 2a at the upper end is crushed, the crushed rock 2a automatically falls downward and is removed from the crushed portion.
The same operation and effect can be obtained by crushing the rock 2a at the top end portion by crushing wedges into the crush holes 3 formed at predetermined intervals.
[0009]
Reference numeral 8 denotes crushing at predetermined intervals after the first rock crushing step 1 into a portion near the top end of the rock 2 and the remaining rock upper surface portion 2b crushed in the first rock crushing step 1 as shown in FIG. After forming the holes 3 and 3 and crushing the rock 2b at the lower position as shown in FIG. 6, in the second rock crushing process of crushing the rock 2a at the upper position, the second rock crushing process 8 is performed. The formation of the crushing holes 3 and 3 and the crushing of the rocks 2 and 2b are performed in the same manner as the method performed in the first rock crushing step 1.
[0010]
Reference numeral 9 denotes a portion near the upper end of the rock 2 after the second rock crushing step 8 and upper surfaces of two remaining rocks 2b and 2c crushed in the second rock crushing step 8 as shown in FIG. In a third crushing step of forming crushing holes 3, 3 and 3 at predetermined intervals at respective portions and sequentially crushing the rocks 2b and 2 at the upper position from the rock 2c at the lower position as shown in FIG. The formation of the crushing holes 3, 3, 3 and the crushing of the rock in the rock crushing step 9 of the above are performed by the same method as the method performed in the first rock crushing step 1.
[0011]
After the third rock crushing step 9, operations are performed sequentially such that the number of steps is increased one by one as compared with the third rock crushing step 9, and a direction 10 is formed on the rock 2 as shown in FIG. 9.
[0012]
Different Embodiments of the Invention
Next, different embodiments of the present invention shown in FIGS. 10 to 15 will be described. In the description of the different embodiments of the present invention, the same components as those in the first embodiment of the present invention are denoted by the same reference numerals, and redundant description will be omitted.
[0013]
The second embodiment of the present invention shown in FIGS. 10 to 12 differs from the first embodiment of the present invention mainly in that a crushing hole 3 is provided by a boring machine 7 attached to the tip of a crane 11. The first, second, and third rock crushing processes 1A, 8A, and 9A, which form the first, second, and third rock crushing processes 1A, 8A, and 9A, are sequentially performed. The same operation and effect as in the first embodiment of the present invention can be obtained even by using the slope forming method on the rock using 9A.
[0014]
The third embodiment of the present invention shown in FIGS. 13 to 15 is mainly different from the first embodiment of the present invention in that the crushing holes 3, 3 The first, second, and third rock crushing steps 1B, 8B, and 9B are sequentially performed, and the first, second, and third rock crushing steps 1B, 8B, and 9B are sequentially performed. The same operation and effect as in the first embodiment of the present invention can be obtained by using the slope forming method for the bedrock used.
[0015]
In each of the embodiments of the present invention, a crushing hole is formed by using a rock climbing machine 6 with a boring machine 7 attached thereto, or by using a tip of a crane 11 or a suspended boring machine 7. However, the present invention is not limited to this, and may be formed using an anchor lock machine dedicated to drilling.
[0016]
【The invention's effect】
As is clear from the above description, the following effects can be obtained in the present invention.
[0017]
(1) A first rock crushing step in which crushing holes are formed at predetermined intervals in a portion near the upper tip of the rock to crush the rock at the upper tip, and an upper tip of the rock after the first rock crushing step. A crushing hole is formed at a predetermined interval in each of the nearer portion and the remaining upper surface portion of the rock crushed in the first rock crushing step, and the lower rock is crushed, and then the second rock crushing the upper rock is performed. Crushing holes are formed at predetermined intervals in a rock crushing step and two remaining rock crushing parts which are crushed in the upper part near the upper end part after the second rock crushing step and the second rock crushing step, and And the third rock crushing step of crushing the rocks in the upper position sequentially from the rocks of the above, so that the rocks can be crushed in a stepwise manner.
Therefore, by sequentially crushing the upper rock part from the rock part where the lower crush hole was formed, the crushed rock can automatically fall down, and the crushed rock at the crushed part The discharge operation is unnecessary or can be performed by a simple operation.
[0018]
(2) Since the rock is crushed stepwise according to the above (1), the portion in which the crush holes formed at predetermined intervals in the step shape can be simultaneously crushed by the hopper or the expanding material.
Therefore, rock can be crushed efficiently.
[0019]
(3) According to the above (1), the crushing hole forming operation and the crushing operation can be sequentially performed, so that the interruption time of the operation can be significantly reduced.
Therefore, the rock crushing operation can be performed efficiently, and the cost can be reduced.
[0020]
(4) Claims 2 and 3 also provide the same effects as (1) to (3).
[Brief description of the drawings]
FIG. 1 is a process chart of a first embodiment of the present invention.
FIG. 2 is a plan view showing a state in which crush holes are formed in a first rock crushing step.
FIG. 3 is a sectional view taken along the line 3-3 in FIG. 2;
FIG. 4 is an explanatory view of crushing in a first rock crushing step.
FIG. 5 is a plan view showing a state in which crush holes are formed in a second rock crushing step.
FIG. 6 is an explanatory view of crushing in a second rock crushing step.
FIG. 7 is a plan view showing a state in which crush holes are formed in a third rock crushing step.
FIG. 8 is an explanatory view of crushing in a third rock crushing step.
FIG. 9 is an explanatory view of a state in which a slope is formed on a bedrock.
FIG. 10 is a process chart of the second embodiment of the present invention.
FIG. 11 is a plan view showing a state in which crushing holes are formed according to a second embodiment of the present invention.
FIG. 12 is a sectional view taken along the line 12-12 in FIG. 11;
FIG. 13 is a process chart of the third embodiment of the present invention.
FIG. 14 is a plan view showing a state in which crush holes are formed according to a third embodiment of the present invention.
FIG. 15 is a sectional view taken along the line 15-15 in FIG. 14;
[Explanation of symbols]
1, 1A, 1B: first rock crushing step,
2: bedrock, 3: crush hole,
4: winch, 5: wire,
6: Rock climbing machine,
7: Bowling machine,
8, 8A, 8B: second rock breaking process,
9, 9A, 9B: third rock breaking step 10: slope, 11: crane.

Claims (3)

A first rock crushing step in which crush holes are formed at predetermined intervals in a portion near the upper tip of the rock to crush the rock at the upper tip, and a portion near the upper tip of the rock after the first rock crushing step And a second rock crushing step in which crush holes are formed at predetermined intervals in the rock upper surface portion left and crushed in the first rock crushing step, and the lower rock is crushed, and then the upper rock is crushed. After the second rock crushing step, crush holes are formed at predetermined intervals in a portion near the upper end portion and in two remaining rock upper surface portions crushed in the second rock crushing step, respectively. A third rock crushing step of sequentially crushing rocks located at an upper position, a slope forming method for rocks. 2. The slope forming method according to claim 1, wherein the crushing hole is formed by a boring machine attached to one of a rock climbing machine, an anchor rock machine, and a crane. 2. The slope forming method according to claim 1, wherein the crushing of the rock is crushing by storing a hopper or an expanding material in crushing holes formed at predetermined intervals or crushing by inserting wedges into the crushing holes. Construction method.

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