JP2009167593A - Drilling tool for underground anchor, and underground anchor removal method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a drilling tool for an underground anchor, which enables solidified soil around a guy rod to be crushed by using the guy rod provided in the screwed underground anchor buried in ground, and an underground anchor removal method using the drilling tool. <P>SOLUTION: In this drilling tool 1, an insertion hole 3 penetrating in a vertical direction along a shaft portion is provided; a tool body 2 is formed by constituting an upper portion as a rectangular head 2a and constituting a lower portion as cylindrical body portion 2c; and a spiral drilling blade 4, having a rotational diameter larger than that of a spiral drilling blade, of the screwed underground anchor to be removed is integrally annexed to the outer peripheral portion of the body portion of the tool body 2. The guy rod of the underground anchor is passed through the insertion hole 3 of the drilling tool 1; the solidified soil around the guy rod is crushed while the guy rod is rotatively lowered as a guide; and after that, the underground anchor is pulled out. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

The present invention relates to an excavation tool for an underground anchor used for removing an underground anchor for supporting a power pole disposed in a power distribution path, and an underground anchor removal using the excavation tool for the underground anchor. It is about the method.

For example, one of the anchors for supporting a branch line of a utility pole is a screw type underground anchor disclosed in Japanese Patent Laid-Open No. 2000-1850 (Patent Document 1).
This underground anchor has a drill at the tip of the lower end of a support rod (anchor body) embedded in the ground, and a spiral excavating blade is intermittently formed on the outer periphery of the support rod. There is a screw-type underground anchor integrally provided with a branch line coupling fitting called an eyebolt for branch line coupling via a collar.
In addition, the said collar part is for suppressing the discharge | emission soil discharged | emitted by rotation of a helical excavation blade, and improving the effect of a non-discharge construction method more.

  This screw-type underground anchor is a spiral attached to the underground anchor without excavating a pilot hole to embed the underground anchor in the site to be installed using the auger attached to the building column. Since it can be buried while excavating the pilot hole with a drilling blade, it is used in many sites.

  However, although the underground anchor can embed the underground anchor at a predetermined depth while excavating a required portion of the ground by the helical excavation blade attached to the anchor body, the helical excavation blade In this case, the anchor main body cannot be operated in the direction of pulling it up to the ground surface side.

  Therefore, when removing the buried underground anchor, there is no effective means other than excavating and removing the buried portion to a predetermined depth.

In view of the current situation, Japanese Patent Application Laid-Open No. 2001-271345 (Patent Document 2) proposes an underground anchor construction tool that can pull out an underground anchor that has failed to be buried.
This underground anchor construction tool has a rod-like body as a whole, and the underground anchor body is provided on one end side of the rod-like body, on the side opposite to the tip side where the spiral excavation blade is provided. A fitting portion that is detachably fitted to the prismatic portion is provided.
In addition, a mounting portion to the rotary machine is provided on the other end side of the rod-shaped body, and a space in which the branch rod provided at the end of the prism portion of the underground anchor body can be accommodated in the rod-shaped body. Is formed, and a connection mechanism is provided for connecting a ring provided at the tip of the branch bar stored in the space to the rod-shaped body.

In order to embed the underground anchor main body in the ground using the construction tool, first, an insertion port of the auger is inserted into the mounting portion of the rod-shaped body constituting the construction tool.
At that time, in order to prevent dropping, a bolt is inserted into a through hole provided at the tip of the auger and a through hole provided in the mounting portion, and fixed with a nut.
Next, the branch rod of the underground anchor body is inserted into the space of the rod-shaped body, the square column portion of the underground anchor body is fitted into the square hole, the bolt is inserted into the through hole provided in the rod-shaped body, and the A nut is screwed onto the bolt to connect the branch bar and the rod-shaped body.
Thereafter, the auger is rotated while keeping the pressed state, the ground is excavated by the spiral excavating blade and the auxiliary spiral excavating blade, and the underground anchor body is buried in the ground.

After the underground anchor body is buried at a predetermined depth, the nut is removed, the bolt is removed from the rod-shaped body, and the auger is moved upward. The rod-shaped body is detached from the underground anchor body 1, and the underground anchor body and the branch bar Is kept buried in the ground.
Thereafter, a wire is attached to the branch bar to support a utility pole or the like.

Then, for some reason, once it becomes necessary to pull out the buried underground anchor body, pull it out while rotating the auger without removing the bolt. Pulled out.
Therefore, it is not necessary to leave the underground anchor main body in the ground as before, and the extracted underground anchor main body can be reused.
JP 2000-1850 (Claims, FIG. 1) JP 2001-271345 A (Claims, FIG. 2)

The construction tool described in Patent Document 2 is said to be capable of easily burying underground anchors and easily pulling out.
However, when pulling out, it is limited to those in the middle of construction, and does not target underground anchors that are completely buried.
In fact, there is no disclosure or suggestion of a means for pulling out a completely buried underground anchor.
Therefore, when the buried underground anchor is pulled out, there is no means other than excavating and removing the underground using a machine as before.

In view of the present situation, the present invention can easily and surely and efficiently remove underground anchors buried in the ground by simply excavating the minimum soil necessary for excavation. An anchor excavation tool and a method for removing an underground anchor using the underground anchor excavation tool are provided.
In particular, the present invention uses a branch ridge provided on a screw-type underground anchor embedded in the ground to crush the solidified soil around the branch ridge and embed the underground anchor. Is to be removed.

In order to achieve the above object, the invention according to claim 1 of the present invention provides:
It has an insertion hole that penetrates up and down along the shaft part, forming a tool main body with the upper part as a square head and the lower part as a cylindrical body,
A spiral excavation blade having a rotation diameter larger than the rotation diameter of the spiral excavation blade of the screw-shaped underground anchor to be removed is integrally attached to the outer peripheral portion of the tool main body. It is an excavation tool for a characteristic underground anchor.

The invention according to claim 2 of the present invention is
It has an insertion hole that penetrates up and down along the shaft part, forming a tool main body with the upper part as a square head and the lower part as a cylindrical body,
A spiral excavation blade having a rotation diameter equal to or greater than the rotation diameter of the spiral excavation blade of the screw-shaped underground anchor to be removed is integrally attached to the outer peripheral portion of the tool main body,
A soil cutting blade is relatively disposed on the lower surface of the outer peripheral edge of the upper excavating blade and the lower excavating blade attached in a spiral manner so as to protrude from the outer peripheral edge of the excavating blade, respectively. An excavation tool for underground anchors.

The invention according to claim 3 of the present invention is
In the underground anchor excavation tool according to claim 1 or 2,
The screw-shaped underground anchor is
A cylindrical barrel is integrally connected to a lower portion of a rectangular head having an engagement hole opened at the center of the upper surface, and a tip portion of the barrel is used as a drill portion. A spiral excavation blade is integrally attached to the outer peripheral part of the body part with the lower part of the head part, and the engagement hole of the head part is used to engage a branch line rod in which a branch line connecting bracket is detachably attached to the upper end part. It is what is used.

The invention according to claim 4 of the present invention is
In the excavation tool of the underground anchor according to claim 2,
The earth cutting blade is
It consists of a plate-like body that is attached to the opening of a mounting bracket having a mountain-shaped cross section, the upper edge of which is integrally fixed to the lower surface of the outer peripheral portion of the excavating blade. Are connected by a belt-like reinforcing plate.

Further, the invention according to claim 5 of the present invention is
A method of removing a screw-shaped underground anchor buried in the ground and used as an underground anchor,
Using a drilling tool having a spiral drilling blade having a larger diameter than the spiral drilling blade of the underground anchor, and having an insertion hole penetrating vertically in the center,
Pull the underground anchor through the insertion hole of this excavation tool, crush the solidified soil around the branch fence while rotating and descending with the branch anchor as a guide, and then pull out the underground anchor This is a method for removing underground anchors.

The invention according to claim 6 of the present invention provides
A method of removing a screw-shaped underground anchor buried in the ground and used as an underground anchor,
Using a drilling tool having a spiral drilling blade having a larger diameter than the spiral drilling blade of the underground anchor, and having an insertion hole penetrating vertically in the center,
While penetrating the branch anchor of the underground anchor through the insertion hole of this excavation tool, while rotating and descending with the branch anchor as a guide,
Around the branch fence by a ground cutting blade disposed so as to protrude from the outer peripheral edge of the excavating blade on the lower surface of the outer peripheral edge of the upper excavating blade and the lower excavating blade attached in a spiral shape, respectively. The ground anchor removal method is characterized in that after the solidified soil is crushed, the ground anchor is pulled out.

The invention according to claim 7 of the present invention provides
In the removal method of the underground anchor of Claim 5 or 6,
The drilling tool is
It has an insertion hole that penetrates up and down along the shaft part, forming a tool main body with the upper part as a square head and the lower part as a cylindrical body,
A spiral excavation blade having a rotation diameter equal to or greater than the rotation diameter of the spiral excavation blade of the screw-shaped underground anchor to be removed is integrally attached to the outer peripheral portion of the tool main body. It is characterized by being.

The invention according to claim 8 of the present invention provides
In the removal method of the underground anchor in any one of Claims 5-7,
The drilling tool is
The guide pipe is engaged with the square head and is rotated simultaneously with the rotation of the guide pipe.

The invention according to claim 9 of the present invention provides
In the removal method of the underground anchor in any one of Claims 5-8,
The drilling tool is
When the tip reaches the underground anchor, the rotation is stopped, and the upper end of the branch line rod is pulled upward to be removed from the ground together with the underground anchor. .

The invention according to claim 10 of the present invention provides
A method of removing a screw-shaped underground anchor buried in the ground and used as an underground anchor,
Using a drilling tool having a spiral drilling blade having a rotation diameter equal to or greater than the spiral drilling blade of the underground anchor,
Remove the branch line connecting member from the upper end of the branch anchor of the underground anchor that appears on the ground surface,
Engaging the upper end portion of the branch line rod with an insertion hole formed by penetrating the excavation tool in the vertical direction, and engaging the distal end portion of the guide pipe with the head of the excavation tool,
Rotating the guide pipe and rotating and lowering the excavation tool with the branch rod as a guide, and solidified soil around the branch rod by a soil cutting plate attached to a spiral excavation blade provided in the excavation tool After crushing
Pulling out the guide pipe and the excavating tool together, and then pulling out the underground anchor, or after pulling out the guide pipe, the underground anchor is pulled out together with the excavating tool. It is a removal method.

An excavation tool for an underground anchor according to the present invention is a tool main body configured by connecting a cylindrical body portion to a lower portion of a square head that is engaged with an end portion of a rotary tool rotated by a motor or the like. In addition to forming an insertion hole penetrating up and down along the shaft portion, a drilling blade is spirally provided along the trunk portion, and a ground cutting blade is provided on the lower surface of the outer peripheral edge of each of the drilling blades arranged vertically The digging blades are relatively arranged so as to protrude from the outer peripheral portion.
Therefore, when the branch line rod of the screw-shaped underground anchor embedded in the insertion hole is inserted and lowered while rotating the tool main body along the branch line rod, the excavation blade and the soil provided in a spiral shape With the cutting blade, the solidified soil around the branch ridge of the underground anchor can be easily crushed.

  In particular, this underground anchor excavation tool has a rotating diameter of the excavating blade spirally provided in the body of the tool main body, and the rotation of the excavating blade provided spirally of the underground screw-shaped anchor embedded therein. By making it equal to or greater than the diameter, the soil can be easily excavated to the minimum extent necessary for pulling out the screw-shaped underground anchor.

  In addition, this excavation tool has a screw-shaped underground anchor in which a rotation diameter is embedded in the outer periphery of a tool main body having an insertion hole for inserting a branch line rod of a screw-shaped underground anchor in the center. Since the drilling blade larger than the rotating diameter of the drilling blade provided in a spiral shape is spirally attached along the trunk, it is easy to handle and can be miniaturized, so it is efficient with a small rotational force. It is possible to excavate soil.

Also, the rotational diameter of the spiral excavating blade attached to the tool main body is equal to or greater than the rotational diameter of the spiral excavating blade of the buried screw-shaped underground anchor, and excavation arranged up and down By arranging the earth cutting blade relative to the lower surface of the outer peripheral edge of the blade so as to protrude from the outer periphery of the excavating blade, the minimum necessary for pulling out the buried screw-shaped underground anchor A drilling hole can be formed reliably.
It is a thing.

  Furthermore, the ground anchor removal method of the present invention uses a drilling tool having a spiral drilling blade in an embedded screw-shaped underground anchor and a spiral drilling blade having a rotation diameter equal to or greater than this, Since the branch anchor is inserted into the excavating tool, and the ground anchor around the branch anchor is crushed while being rotated and lowered using the branch anchor of the underground anchor as a guide, the underground anchor can be pulled out. The buried screw-shaped underground anchor can be removed very simply and easily.

  In particular, in the present invention, the excavation tool is larger than the helical excavation blade in the buried screw-shaped underground anchor when excavating the soil while rotating along the branch line anchor of the embedded underground anchor. The underground anchor embedded in the ground is formed by providing a earth cutting blade on the lower surface of the outer peripheral edge of the spiral excavating blade having a rotational diameter equal to or greater than that of the outer peripheral edge. Since only the minimum amount of soil necessary for extraction is excavated, the efficiency of the work required for removal can be greatly improved.

Moreover, since it is possible to use a small drilling tool, it is possible to remove the buried screw-shaped underground anchor without requiring a large machine for soil excavation. .
Furthermore, even if the branch line rod is bent slightly, the diameter of the branch line rod and the diameter of the insertion hole of the excavating tool are loose, so that it can be pressed down flexibly by the pressing force of the rotating machine.

Hereinafter, an excavation tool for an underground anchor according to the present invention and a method for removing an underground anchor using the excavation tool will be specifically described with reference to the accompanying drawings.
In addition, the excavation tool of the underground anchor of this invention and the removal method of the underground anchor using this excavation tool are not limited only to the Example described below, In the range which does not change the summary Various improvements can be added.

1 is a partially cutaway side view showing an example of an excavation tool for an underground anchor according to the present invention, FIG. 2 is a front view thereof, and FIG. 3 is a plan view thereof.
FIG. 4 is an explanatory view showing an example of a conventional screw-shaped underground anchor, FIG. 5 is a plan view thereof, FIG. 6 is an explanatory view showing a method for removing the underground anchor of the present invention, and FIG. Explanatory drawing of the principal part for showing an example, FIG. 8 is explanatory drawing of the principal part which shows another removal method.

  As shown in FIG. 1 to FIG. 3, the excavation tool 1 of the underground anchor of the present invention integrally forms a cylindrical body portion 2 c via a flange 2 b at the lower end portion of a square head portion 2 a. The drilling main body 2 is formed, and an insertion hole 3 penetrating vertically is formed along the shaft portion of the main drilling body 2, and the excavating blade 4 for excavating soil on the outer peripheral portion of the trunk portion 2c is spiral. Is provided.

The excavating blade 4 is spirally wound along the outer peripheral portion of the barrel portion 2c and is integrally attached to the barrel portion 2c, and the rotation diameter thereof is basically a screw type to be pulled out. This is larger than the rotating diameter of the spiral excavating blade in the underground anchor.
Therefore, when the branch-line anchor of the screw-shaped underground anchor to be pulled out is passed through the insertion hole 3 and the soil around the branch-line anchor is excavated by the excavating blade 4, the screw-shaped underground anchor to be extracted is removed. It is possible to form the minimum necessary drilling holes.

  Further, the rotational diameter of the excavating blade 4 attached in a spiral shape is equal to or greater than the rotational diameter of the spiral excavating blade in the screw-shaped underground anchor to be pulled out, and the upper excavating blade 4a arranged in a spiral shape. A plate-shaped earth cutting blade 5 is projected from the outer peripheral edge of each of the excavating blades 4a and 4b on the outer peripheral portion of the lower surface of the lower excavating blade 4b, that is, as shown in FIG. By arranging 4a and 4b at symmetrical positions, the same effect as described above can be obtained.

At that time, the earth cutting blade 5 is formed of a plate-like body, and is fixed by means such as welding along the opening edges 6a and 6a of the mounting bracket 6 having a cross-sectional mountain shape.
In order to further secure the engagement between the two, as clearly shown in FIG. 3, the center of the back surface of the earth cutting blade 5 and the opening of the mounting bracket 6, specifically, the inner side of the top are formed. They are connected by a belt-like reinforcing plate 7.
In the embodiment, the illustrated earth cutting blade 5 has a width of about 60 mm, a length of about 100 mm, and a thickness of about 9 mm.

The rotational diameter of the spiral excavating blade 4 is equal to or more than the rotational diameter of a spiral excavating blade attached to an embedded screw-shaped underground anchor, which will be described later, more specifically, a screw-shaped If the rotational diameter of the spiral excavation blade attached to the dome is 200 mm, the rotational diameter is set to be about 10 to 20 mm larger than the rotational diameter.
In the illustrated embodiment, the rotational diameter of the spiral excavation blade 4 is 210 mm, and the distance between the relatively disposed earth cutting blades 5 and 5 is about 220 mm.
If the rotational diameter of the spiral excavating blade 4 is larger than the rotational diameter of the spiral excavating blade 11d in the buried screw-shaped underground anchor, the earth cutting blade 5 is not necessarily required. You do not have to.

On the other hand, as shown in FIGS. 4 and 5, the screw-shaped underground anchor 10 that is embedded has a drill portion at the tip of a cylindrical body portion 11 b that is connected to the lower portion of the rectangular head portion 11 a. 11c, and a drilling main body 11 in which a drilling blade 12 is spirally formed between the drill part 11c and the lower end part of the head part 11a, and the lower end part at a required depth from the upper surface of the central part of the head part 11a. A branch line rod 12 is detachably attached to a branch line coupling fitting 13 for screw-engaging the formed engagement hole and coupling the branch line to the upper end portion.
In the embodiment shown in FIG. 4, the rotating diameter of the excavating blade 12 is about 200 mm in the embodiment, and the length of the branch rod 12 is about 1300 mm.

When the screw-shaped underground anchor 10 is embedded, the upper ends of the branch line coupling fitting 13 and the branch line rod 12 are embedded so as to protrude at least from the ground surface.
Moreover, since the excavation tool concerning this invention can be used if the said well-known screw-shaped underground anchor 10 is a type which comprises the branch line rod 12, a specific structure is limited to the thing of illustration. It is not a thing.

  Hereinafter, a method of removing the screw-shaped underground anchor 10 embedded in the ground using the excavation tool 1 having such a configuration will be specifically described with reference to FIGS. 6 and 7.

  In FIG. 6, located in (a) on the right side of the drawing is an embedded screw-shaped underground anchor 10 to be pulled out, and the distal end portion of the branch rod 12 and the branch connection fitting 13 are on the ground surface GL. It is revealed.

Next, as shown in FIG. 2 (b), the branch line coupling fitting 13 of the underground anchor 10 to be pulled out is removed from the branch line rod 12.
In FIG. 6, reference numeral 14 denotes a guide pipe having a required length that is rotated by a rotary machine (rotary machine) (not shown).
An engaging portion 14a capable of receiving the head 2a of the excavating tool 1 of the present invention is integrally provided at the distal end portion of the guide pipe 14.
In addition, this guide pipe 14 can add another guide pipe (not shown) as needed.

  After removing the branch line connecting fitting 13 from the branch line rod 12 in the above process, the tip end portion of the branch line rod 12 is inserted from below into the insertion hole 3 formed in the excavation tool 1, and the tip portion protrudes from the head 2a. Then, the branch line rod 12 and the excavation tool 1 are engaged.

After that, as shown in FIG. 2C, the guide pipe 14 and the excavation tool 1 are fitted by engaging the engagement portion 14a provided at the tip of the guide pipe 14 with the head 2a of the excavation tool 1. To integrate.
The concave engaging portion 14a formed at the distal end portion of the guide pipe 14 is formed in a shape whose inner peripheral surface matches the outer shape of the head portion 2a of the excavating tool 1, so that they are in close contact with each other. The rotation of the guide pipe 14 is transmitted to the excavation tool 1 as it is.

  At that time, in order to further ensure the engagement between the excavation tool 1 and the guide pipe 14, the pin insertion hole 2 d is formed horizontally in the head 2 a of the excavation tool 1 and the engagement of the guide pipe 14 is performed. A pin insertion hole 14b may also be formed in the portion 14a so as to correspond to the pin insertion hole 2d, and both may be coupled by a pin P.

Next, when the other end of the guide pipe 14 connected to the excavation tool 1 is connected to the rotary machine and the rotary machine is operated while pressing the guide pipe 14 in the direction of the buried underground anchor 10, the rotation is guided. Since it is transmitted to the excavation tool 1 through the pipe 14, the excavation blade 4 of the excavation tool 1 also rotates, and as shown in FIG. Start excavating the solidified soil around the fence 12.
At this time, as shown in FIG. 7, even if the branch rod 12 is slightly bent, there is a backlash between the diameter of the branch rod 12 and the diameter of the insertion hole 3 of the excavating tool 1, so Can be pushed down.

  The diameter of the excavation hole formed by this excavation is equal to or greater than the rotation diameter of the spiral excavation blade 11d in the underground anchor 10 in which the rotation diameter of the spiral excavation blade 4 constituting the excavation tool 1 is embedded. In addition, since the earth cutting blade 5 is provided so as to protrude from the outer peripheral portion of the excavating blade 4, it has a size necessary for pulling out the buried underground anchor 10.

  The tip of the trunk portion 2c of the excavating tool 1 excavated by excavating the soil around the branch rod 12 while rotating and descending with the branch rod 12 as a guide, as shown in FIG. When it comes into contact with the top of the head 11a, the drive of the rotary machine is stopped and the excavation work is terminated.

Thus, when the soil excavation work around the branch rod 12 of the underground anchor 10 by the excavating tool 1 is completed, the guide pipe 14 is pulled up by an appropriate means.
At that time, as shown in the figure, when the excavation tool 1 and the guide pipe 14 are connected by the pin P, the excavation tool 1 is simultaneously with the drawing of the guide pipe 14 as shown in FIG. And the guide pipe 14 is disengaged from the underground anchor 10 at the same time.

  Then, as shown in the figure (g), after the branch line coupling fitting 13 is connected again to the upper end of the branch line rod 12, a wire (not shown) or the like is engaged with the branch line coupling fitting 13, and a winch or the like is attached. If the wire is pulled up by using it, the excavation hole formed around the branch rod 12 by the excavation tool 1 has a larger diameter than the rotation diameter of the spiral excavation blade 11d attached to the underground anchor 10. The underground anchor 12 can be easily pulled out from the ground.

  If the excavation tool 1 and the guide pipe 14 are not connected by the pin P, the excavation tool 1 and the guide pipe 14 can be lifted upward as shown in FIG. Since the engagement with is released, the excavation tool 1 and the underground anchor 10 can be pulled out simultaneously by pulling up the branch line rod 12 as shown in FIG. .

  An excavation tool for an underground anchor according to the present invention is provided with a screw-shaped underground anchor having a spiral excavating blade embedded in the underground and used as an underground anchor. It can be lowered while rotating using a branch rod, and has a soil diameter by a spiral drilling blade having a rotation diameter equal to or greater than that of the spiral drilling blade of the underground anchor, or on the spiral drilling blade. By causing the cutting blade to project from the outer peripheral edge of the excavating blade, only the minimum amount of soil necessary for pulling out the buried underground anchor can be excavated effectively.

In addition, the method for removing the underground anchor of the present invention effectively removes the screw-shaped underground anchor that is buried in the ground and used as the underground anchor, only the minimum necessary soil required for extraction. Since excavation can be performed, the screw-shaped underground anchor that is no longer necessary can be easily and easily extracted without requiring a large-scale machine facility for extraction.

It is a partially notched side view which shows an example of the excavation tool of the underground anchor concerning this invention. It is the same front view. It is the same top view. It is explanatory drawing which shows an example of the conventional screw-shaped underground anchor. It is the same top view. It is explanatory drawing which shows the removal method of the underground anchor of this invention. It is an expansion explanatory view for showing an example of a use state. It is explanatory drawing of the principal part which shows the other removal method.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Excavation tool 2 Tool main body 2a Tool main body 2c Tool main body 3 Insertion hole 4 Excavation blade 4a Upper excavation blade 4b Lower excavation blade 5 Earth cutting blade 6 Mounting bracket 7 Reinforcement plate 10 Screw type underground Anchor 11 Excavation subject 11a Excavation subject head 11b Excavation subject trunk 11c Drill portion 11d Spiral excavation blade 12 Branch rod 13 Branch connection fitting 14 Guide pipe

Claims (10)

It has an insertion hole that penetrates up and down along the shaft part, forming a tool main body with the upper part as a square head and the lower part as a cylindrical body,
A spiral excavation blade having a rotation diameter larger than the rotation diameter of the spiral excavation blade of the screw-shaped underground anchor to be removed is integrally provided on the outer periphery of the tool main body. The underground anchor excavation tool. It has an insertion hole that penetrates up and down along the shaft part, forming a tool main body with the upper part as a square head and the lower part as a cylindrical body,
A spiral excavation blade having a rotation diameter equal to or greater than the rotation diameter of the spiral excavation blade of the screw-shaped underground anchor to be removed is integrally attached to the outer peripheral portion of the tool main body,
A soil cutting blade is relatively disposed on the lower surface of the outer peripheral edge of the upper excavating blade and the lower excavating blade attached in a spiral manner so as to protrude from the outer peripheral edge of the excavating blade, respectively. Underground anchor excavation tool. The screw-shaped underground anchor is
A cylindrical barrel is integrally connected to a lower portion of a rectangular head having an engagement hole opened at the center of the upper surface, and a tip portion of the barrel is used as a drill portion. A spiral excavation blade is integrally attached to the outer peripheral part of the body part with the lower part of the head part, and the engagement hole of the head part is used to engage a branch line rod in which a branch line connecting bracket is detachably attached to the upper end part. It is used, The excavation tool of the underground anchor of Claim 1 or 2 characterized by the above-mentioned. The earth cutting blade is
It consists of a plate-like body that is attached to the opening of a mounting bracket having a mountain-shaped cross section, the upper edge of which is integrally fixed to the lower surface of the outer peripheral portion of the excavating blade. The excavation tool for underground anchors according to claim 2, wherein the excavation tools are connected by a belt-shaped reinforcing plate. A method of removing a screw-shaped underground anchor buried in the ground and used as an underground anchor,
Using a drilling tool having a spiral drilling blade having a larger diameter than the spiral drilling blade of the underground anchor, and having an insertion hole penetrating vertically in the center,
Pull the underground anchor through the insertion hole of this excavation tool, crush the solidified soil around the branch fence while rotating and descending with the branch anchor as a guide, and then pull out the underground anchor Removal method of underground anchor characterized by A method of removing a screw-shaped underground anchor buried in the ground and used as an underground anchor,
Using a drilling tool having a spiral drilling blade having a larger diameter than the spiral drilling blade of the underground anchor, and having an insertion hole penetrating vertically in the center,
While penetrating the branch anchor of the underground anchor through the insertion hole of this excavation tool, while rotating and descending with the branch anchor as a guide,
Around the branch fence by a ground cutting blade disposed so as to protrude from the outer peripheral edge of the excavating blade on the lower surface of the outer peripheral edge of the upper excavating blade and the lower excavating blade attached in a spiral shape, respectively. A method for removing underground anchors, characterized in that after the solidified soil is crushed, the underground anchors are pulled out. The drilling tool is
It has an insertion hole that penetrates up and down along the shaft part, forming a tool main body with the upper part as a square head and the lower part as a cylindrical body,
A spiral excavation blade having a rotation diameter equal to or greater than the rotation diameter of the spiral excavation blade of the screw-shaped underground anchor to be removed is integrally attached to the outer peripheral portion of the tool main body. It is a thing, The removal method of the underground anchor of Claim 5 or 6 characterized by the above-mentioned. The drilling tool is
The underground anchor removal method according to any one of claims 5 to 7, wherein the guide pipe is rotated simultaneously with the rotation of the guide pipe engaged with the rectangular head. The drilling tool is
6. When the distal end reaches the underground anchor, the rotation is stopped, and the upper end portion of the branch rod is pulled upward to be removed from the ground together with the underground anchor. The removal method of the underground anchor in any one of -8. A method of removing a screw-shaped underground anchor buried in the ground and used as an underground anchor,
Using a drilling tool having a spiral drilling blade having a rotation diameter equal to or greater than the spiral drilling blade of the underground anchor,
Remove the branch connection member from the upper end of the branch anchor of the underground anchor that appears on the ground surface,
Engaging the upper end portion of the branch line rod with an insertion hole formed by penetrating the excavation tool in the vertical direction, and engaging the distal end portion of the guide pipe with the head of the excavation tool,
Rotating the guide pipe and rotating and lowering the excavation tool with the branch rod as a guide, and solidified soil around the branch rod by a soil cutting plate attached to a spiral excavation blade provided in the excavation tool After crushing
Pulling out the guide pipe and the excavating tool together, and then pulling out the underground anchor, or after pulling out the guide pipe, the underground anchor is pulled out together with the excavating tool. Removal method.

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