JP2015229872A - Excavated sediment consolidation-type auger - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide an excavated sediment consolidation-type auger which reduces resistance to a trowel part during excavation performed by normal rotation (right-handed rotation), and which enables a troweling action to be performed with a sufficient width during pressing performed by reverse rotation (left-handed rotation).SOLUTION: In an excavated sediment consolidation-type auger, an arc-shaped trowel part 5, the side surface of which is a curved pressing surface 4 overhanging outward to an outer edge position of a screw blade 1 from an outer periphery of an auger rod 3, is provided on the outer periphery of the auger rod 3. The trowel part 5 is formed in such a shape as to become gradually wider from a left end to a right end, in a front view.

Description

  The present invention relates to an excavated earth and sand compacted auger capable of efficiently packing ordinary garbage, industrial waste, incinerated ash, general earth, and the like into a hole wall.

  Rather than discharging all of the excavated earth and sand to the ground, compacting part or most of it to the hole wall not only saves the time and effort of discharging the earth and sand, but also prevents the hole wall from collapsing. Since the frictional resistance is reduced, deep excavation is possible, and even if there are cobblestones or rolling stones in the ground, continuous excavation is possible while adjusting the surface pressure of the cutting edge necessary for excavation as needed.

  In addition, when this is done at a waste disposal site that is already full, it is possible to create a hole without putting the waste already discarded at the waste disposal site onto the ground, and the newly filled waste is filled with garbage. (Or dust and earth and sand) are also consolidated into the hole wall and sequentially filled into the hole bottom, so that a large capacity can be filled in a limited vertical hole space.

The following patent document was filed by the inventor first and obtained a patent. As shown in FIGS. 9 to 11, the rod 3 can be forward and reverse, and the curved pressing surface 4 projecting outward on the outer periphery. A thick flange-shaped iron part 5 having a side face is provided so as to rise spirally.
Japanese Patent No. 3060045

  The iron part 5 was formed such that the protruding side surfaces of the left and right ends from the outer periphery of the auger rod 3 were always arc-shaped, and the curved pressing surface 4 was arc-shaped as a whole.

  Also, the iron part 5 was combined so as to be aligned with the screw blades 1 provided on the rod 3, and the curved pressing surface 4 on the side surface was projected outward from the peripheral surface of the rod 3 to the outer edge position of the screw blade 1. The iron part 5 was provided with a turn of 1.5 to 2.0 pitches.

  The earth and sand conveyed by the screw blades 1 are transported upward by the lifting action caused by the turning of the iron part 5 in accordance with the forward rotation of the rod 3, and are pushed outward by the curved pressing surface 4 of the iron part 5 at the time of this transfer. And consolidated into the hole wall.

  Further, when the rod 3 is rotated in the reverse direction, the iron part 5 performs the descending action of the earth and sand. Even in this case, the forward and reverse rotations are appropriately performed on the outer side by the curved pressing surface 4 of the iron part 5 during the transfer. By combining them, it is possible to effectively consolidate the hole wall and reduce or eliminate the amount of soil discharged to the ground.

  The iron part 5 has several to several tens of pieces attached to one of the auger rods 3 and two pieces equivalent to one head. However, if the iron part 5 is wide when it is dug into the clogged ground, Resist and spend a lot of time.

  Although it is intended to effectively perform consolidation to the hole wall by appropriately combining forward rotation and reverse rotation of the auger rod 3, the trowel portion 5 has a curved pressing surface 4 having a constant width, and the auger rod 3 is normally rotated. The resistance is the same in both cases of reversing and reversing, and the fact that the resistance to normal rotation during excavation is particularly large causes a reduction in work efficiency.

  The object of the present invention is to eliminate the inconvenience of the conventional example, reduce the resistance of the iron part when excavating by forward rotation (right rotation), and excavating the iron with a sufficient width when filling by reverse rotation (left rotation). The purpose is to provide an earth and sand compacted auger.

  In order to achieve the above object, the present invention according to claim 1 is an excavation in which an arcuate trowel portion is provided on the outer periphery of an auger rod with a curved pressing surface projecting outward from the outer periphery of the rod to the outer edge position of the screw blade. In the earth-and-sand compacted auger, the iron portion is formed so as to gradually increase in width from the left end to the right end in a front view.

  According to the first aspect of the present invention, with respect to right-handed excavation, the curved pressing surface of the iron portion formed so as to gradually increase in width from the left end to the right end contacts the excavation surface, and as a result, resistance is not high. You can excavate in the state.

  In addition, when the auger rod reverses in the excavated and unraveled situation, the intake hole wall is filled with pressure, but in this case, it can be performed from the wide end of the iron part, Can be filled.

  The gist of the present invention described in claim 2 is that the iron part is divided at the front end of the outer peripheral part and is connected to the main body in a replaceable manner by bolts, pins, and welding.

  According to the second aspect of the present invention, in addition to the above action, only the tip of the outer peripheral portion that is particularly easily worn out of the iron portion can be replaced, so that economical repair can be obtained. Further, depending on the degree of clogging in the ground, it is possible to adjust the resistance by removing the outer periphery of several of the set irons.

  According to the third to fifth aspects of the present invention, the iron part is inclined upward toward the outer periphery of the auger rod, or the iron part is directed toward the outer periphery of the auger rod, the lower side is horizontal, and the upper side is upward. Or the trowel part is directed to the outer periphery of the auger rod, the lower side is inclined downward, and the upper side is inclined upward.

  According to the present invention described in claims 3 to 5, various patterns for exhibiting the function described in claim 1 are shown. For right-handed excavation, the width gradually increases from the left end to the right end. The curved pressing surface of the iron part formed so as to expand is in contact with the excavation surface, and as a result, excavation can be performed in a state where resistance is low, and in the case of reverse rotation, it can be performed from the end of the wide side of the iron part. Can be filled.

  As described above, the excavated earth and sand compacted auger of the present invention reduces the resistance of the iron part during excavation by forward rotation (right rotation) and can apply a trowel with a sufficient width when filling by reverse rotation (left rotation). Is.

  Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a front view showing an embodiment of the excavated earth and sand compacted auger according to the present invention, in which the same components as those in FIGS.

  In the figure, reference numeral 3 denotes an auger rod, but the excavated earth and sand compacted auger 18 of the present invention also comprises a rod 3 and an auger head 12 at its tip, as in a normal auger, and the rod 3 is a top sheave of a leader mast of a heavy machine. It is coupled to the drive device 2 that is suspended up and down freely so as to hang freely forward and backward.

  The rod 3 can be added as a piece, like a normal earth auger, etc., the first rod 3a connecting the auger head 12 to the lower end, the second rod 3b connecting on it, and the third rod connecting on it. It is a combination of 3c. The number of pieces is not limited to this.

  The third rod 3c is a normal rod provided with only the screw blade 1, and the first rod 3a connecting the auger head 12 to the lower end and the second rod 3b connected on the third rod 3c are stretched outward on the outer periphery of the rod. A thick flange-shaped iron part 5 having the curved pressing surface 4 to be protruded as a side surface is provided so as to rise spirally.

  The iron part 5 is combined so as to be aligned with the screw blade 1 provided on the rod 3, and the curved pressing surface 4 on the side surface projects outward from the peripheral surface of the rod 3 to the outer edge position of the screw blade 1.

  In the illustrated example, the iron part 5 is provided when the screw blade 1 is turned by one pitch. However, the iron part 5 may be provided with a turn of 1.5 to 2.0 pitches.

  As for the iron part 5, the protrusion side surface of the both right and left ends from the outer periphery of the rod 3 must be circular. In the illustrated example, the iron part 5 is formed so that the curved pressing surface 4 has a circular arc shape as a whole. In the figure, 11 is a hole wall. The iron part 5 may be a hollow drum type.

  Further, the iron part 5 is divided into a split body 5a at the outer peripheral end, and this is connected to the main body 5b in a replaceable manner by bolts 8, pins, welding or the like.

  The iron part 5 was formed so as to gradually increase the width (H> h) from the left end (width h) to the right end (width H) in a front view.

  6 to 8 show the patterns, which can be selected in any case, and can be used in appropriate combination. In the case of FIG. 6, the iron part 5 is inclined upward toward the outer periphery of the rod 3 on both the upper side α and the lower side β.

  In the case of FIG. 7, the iron part 5 faces the outer periphery of the rod 3, the lower side β is horizontal, and the upper side α is inclined upward.

  In the case of FIG. 8, the iron part 5 is directed toward the outer periphery of the rod 3, the lower side β is inclined downward, and the upper side α is inclined upward.

  The auger head 12 may be a normal one having only screw blades. However, as shown in FIGS. 3 and 4, as shown in FIGS. Good. The curved pressing surface 4 has a round shape that projects outward from the lower side. In the figure, 13 is a drill bit.

  The earth and sand cut by the excavating bit 13 of the tip auger head 12 is transferred upward by the lifting action by the turning of the iron part 5 accompanying the forward rotation of the rod 3. Extruded outward on the surface 4 and consolidated to the hole wall 11.

  Further, when the rod 3 is rotated in the reverse direction, the iron part 5 performs the descending action of the earth and sand, but even in that case, it is pushed out by the curved pressing surface 4 of the iron part 5 during the transfer, and the forward rotation is performed. By appropriately combining the reverse rotation and the reverse rotation, the hole wall 11 can be effectively consolidated, and the amount of soil discharged to the ground can be reduced or eliminated.

It is a front view which shows one Example of the excavation earth and sand compaction type auger of this invention. It is a side view of the rod of the excavation soil compaction type auger of the present invention. It is a front view of the auger head of the excavation soil compaction type auger of this invention. It is a bottom view of the auger head of the excavation earth compaction type auger of this invention. It is a top view which shows the principal part of the excavation soil compaction type auger of this invention. It is a front view which shows the 1st example of the iron part of the excavation earth and sand compacting type auger of this invention. It is a front view which shows the 2nd example of the iron part of the excavation earth and sand compaction type auger of this invention. It is a front view which shows the 3rd example of the iron part of the excavation earth compaction type auger of this invention. It is a side view which shows a prior art example. FIG. 10 is a sectional view taken along line AA in FIG. 9. FIG. 10 is a sectional view taken along line B-B in FIG. 9.

DESCRIPTION OF SYMBOLS 1 ... Screw blade 2 ... Drive device 3 ... Rod 3a ... 1st rod 3b ... 2nd rod 3c ... 3rd rod 4 ... Curve pressing surface 5 ... Solder part 5a ... Divided body 5b ... Main body 6 ... Plane 7 ... Gap part 8 ... Bolt 9 ... Upper inclined surface 10 ... Lower inclined surface 11 ... Hole wall 12 ... Auger head 13 ... Drilling bit 18 ... Drilled sediment compacted auger

In order to achieve the above object, the present invention according to claim 1 is an excavation in which an arcuate trowel portion is provided on the outer periphery of an auger rod with a curved pressing surface projecting outward from the outer periphery of the rod to the outer edge position of the screw blade. In the earth and sand compacted auger, the iron part is combined so that it is aligned with the screw blades provided on the rod, and the curved curved pressing surface projects outward from the peripheral surface of the rod 3 to the outer edge position of the screw blades. In view, the gist is that the width is gradually increased from the left end to the right end.

The gist of the present invention described in claim 2 is that the tip of the iron part is divided at the front end of the outer peripheral part and is connected to the main body in a replaceable manner by bolts, pins or welding.

Claims (5)

  In the excavated earth and sand compacted auger having an arc shaped trowel part with a curved pressing surface projecting outward from the outer periphery of the rod to the outer edge position of the screw blade on the outer periphery of the auger rod. An excavated earth and sand compacted auger characterized by gradually increasing the width toward the right end.   The excavated earth and sand compacted auger according to claim 1, wherein the iron part has a front end divided into a split body and is joined to the main body by bolts, pins and welding so as to be exchangeable.   The excavated sediment compacted auger according to claim 1 or 2, wherein the iron portion is inclined upward toward the outer periphery of the rod.   3. The excavated sediment compacted auger according to claim 1, wherein the iron portion faces the outer periphery of the rod, the lower side is horizontal, and the upper side is inclined upward.   3. The excavated sediment compacted auger according to claim 1, wherein the iron portion is directed toward the outer periphery of the rod, the lower side is inclined downward, and the upper side is inclined upward.

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