JP3532247B2 - Foundation pile construction equipment - Google Patents

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation pile construction device for supporting structures and structures on the ground, and particularly to excavate the excavated soil generated during excavation against the inner peripheral wall side of the excavation hole to reduce the amount of soil discharged to the ground. Concerning construction equipment to be reduced.

[0002]

2. Description of the Related Art For the construction of ready-made foundation piles, a foundation pile construction apparatus having an excavating blade at the tip, a so-called excavator,
The pre-boring method, which is a low-noise and low-vibration method in which the ground is vertically excavated, then a filling liquid such as cement milk is filled into the excavation hole, and a foundation pile is inserted into the hole, is often used.

Conventionally, a screw auger has been generally used as an apparatus for constructing a foundation pile of this type, but a shaft portion directly above an auger head having an excavating blade at its tip is used to reduce the amount of soil discharged during excavation. It has been proposed to make the cone into a conical shape and press the excavated soil against the inner peripheral wall of the excavation hole (for example, Japanese Patent Publication No. 57-27474).

[0004]

However, in the above-mentioned conventional foundation pile construction apparatus for reducing the amount of discharged soil, a cone-shaped screw blade is provided directly above the excavating blade at the tip. Since the auger head having the inclined surface of is arranged and the tip soil is excavated and the excavated soil is about to be compressed to the inner peripheral wall side of the excavation hole almost at the same time, the friction resistance between the auger head and the excavated soil is large, There is a problem that it is difficult to excavate in a sand layer or solid ground.

Therefore, the inventions described in claims 1 to 9 have been made in view of the problems of the above-mentioned prior art, and the purpose thereof is to loosen the inner peripheral wall of the excavation hole sufficiently. By gradually compressing the excavated soil, the soil around the excavation hole is gradually consolidated and the soil is dug smoothly, and the amount of soil discharged to the ground is reduced to reduce the labor and disposal cost for soil disposal. It is intended to provide a construction device for a foundation pile.

According to a second aspect of the present invention, in addition to the object of the first aspect of the invention, a foundation stake is provided with a screw ridge on the wall portion to reduce the frictional resistance of the wall portion during excavation. It is intended to provide the construction equipment of. In addition to the object of the invention described in claim 1 or 2,
A screw ridge is provided on the pressing part to forcibly transfer a part of the excavated soil on the outer periphery to the upper part to reduce the frictional resistance of the pressing part during excavation and effectively press the inner peripheral wall of the excavation hole. It is intended to provide a foundation pile construction device.

According to the invention of claim 4, in addition to the object of the invention of claim 1 or 2, an inclined projecting piece is provided in the pressing portion to stir the excavated soil on the peripheral surface of the pressing portion so that the excavated soil does not solidify as a lump. At the same time, it is an object of the present invention to provide a foundation pile construction device that transfers excavated soil upward and effectively presses the inner peripheral wall of the excavation hole. The invention according to claim 5 is,
In addition to the object of the invention described in any one of 4 above, a foundation pile in which a wear ring is provided between the pressing part and the wall-building part to protect the main body between the pressing part and the wall-building part from abrasion. It is intended to provide the construction equipment of.

According to a sixth aspect of the invention, in addition to the object of the first, second or fifth aspect of the invention, a wear plate is provided on the pressing portion,
An object of the present invention is to provide a foundation pile construction device that protects the pressing portion from wear and stirs the excavated soil so that it does not solidify on the peripheral surface of the pressing portion. The invention according to claim 7 is, in addition to the object of the invention according to claim 1, 2 or 5, provided with a stirring protrusion on the pressing portion to stir the excavated soil,
It is an object of the present invention to provide a foundation pile construction device which is adapted to be solidified to the hole wall side while applying a rotational force to reduce frictional resistance.

According to the invention of claim 8, in addition to the object of the invention of claim 1, 2 or 5, a stirring bar is provided in the pressing portion,
An object of the present invention is to provide a foundation pile construction device that stirs excavated soil and compresses it against the hole wall side while applying rotational force to reduce frictional resistance. The invention of claim 9, wherein, in addition to the object of the invention according to claim 1, provided with a tip on the injection hole of the auger head, so that it can inject the filling liquid from the injection hole drilling hole The present invention is intended to provide a foundation pile construction device.

[0010]

The present invention is to achieve the above-mentioned object, and the contents thereof will be described below with reference to the embodiments shown in the drawings. The invention according to claim 1 is an auger head portion (20) provided with a drilling blade at a tip end portion,
A cylindrical shaft part (31) of a cylindrical shape connected to the upper end of the auger head part (20) and having an outer diameter smaller than the outer diameter of the auger head part (20), and the outer peripheral surface of the cylinder shaft part (31). as well as projecting from the auger head has a substantially equal outer diameter as that of (20), have a screw blade (32) extending spirally along the height direction of the cylindrical axis unit (31) , The auger
ー Forcibly raise the excavated soil excavated at the head (20).
And connect it to the hoisting section (30) that propels the construction device (10) itself downward by its reaction force, and the upper end of the columnar shaft section (31) of this hoisting section (30), and move upward. It is thickened in a conical shape, and its maximum outer diameter is connected to the pressing portion (40) formed so that its maximum outer diameter is substantially equal to the outer diameter of the auger head portion (20) and the upper end portion of this pressing portion (40), And a cylindrical wall-building portion (50) having an outer diameter substantially equal to the outer diameter of 20).

The invention according to claim 2 is the above-mentioned claim 1.
In addition to the feature points described, the screw projecting ridges (51) are provided in a spiral shape on the peripheral surface of the wall building section (50) along the height direction of the wall building section (50). According to the invention of claim 3, in addition to the above-mentioned characteristic features of claim 1 or 2, a spiral screw protrusion (in a spiral shape) is provided on the circumferential surface of the pressing part (40) along the height direction of the pressing part (40). 41) is provided.

The invention according to claim 4 is the above-mentioned claim 1.
Alternatively, in addition to the characteristic points described in 2, the pressing part is provided on the peripheral surface of the pressing part (40).
It is characterized in that a plurality of inclined protrusions (42) inclined at a predetermined angle with respect to the height direction of (40) are fixedly provided. The invention described in claim 5 is, in addition to the characteristic points described in claims 1 to 4 ,
A wear ring (43) is provided at the boundary between the pressing part (40) and the wall part (50).
It is characterized by being wrapped.

The invention according to claim 6 is characterized in that, in addition to the characteristic points described in claim 1, 2 or 5, the peripheral surface of the pressing portion (40) is
A plurality of wear plates (44) extending in the height direction are attached. The invention according to claim 7 is, in addition to the characteristic points according to claim 1, 2 or 5, described above, in addition to projecting radially from the outer peripheral surface of the pressing portion (40), it is long in the height direction. It is characterized in that a plurality of extending stirring protrusions (45, 46) are provided.

The invention described in claim 8 is characterized in that, in addition to the characteristic points described in claim 1, 2 or 5, the peripheral surface of the pressing portion (40) is
A plurality of stirring bars protruding radially from its outer peripheral surface
It is characterized by having (47,48). In addition to the features of claims 1 to 8 described above, the invention of claim 9 provides an injection hole (60) for injecting a filling liquid into the excavation hole at the tip of the auger head portion (20). It is characterized by that.

[0015]

Therefore, according to the first aspect of the present invention, first, the auger head portion (20) for excavating the soil is arranged in the lower part of the construction device (10), and the excavated soil is forcibly raised in sequence. Then, the earthmoving part (30) for propelling the construction device (10) itself downward by its reaction force, the pressing part (40) for pressing the excavated soil to the inner peripheral wall side of the excavation hole, and the hole wall are leveled. The building wall (50) to be strengthened is arranged, and the function of the construction device (10) is clearly separated in the vertical direction.

That is, the pressing portion (40) gradually becomes thicker in a conical shape toward the upper side, and its maximum outer diameter is formed to be substantially equal to the outer diameter of the auger head portion (20). The excavated soil carried on the outer periphery of the (40) while being sufficiently unraveled by the excavation section (30) is gradually pushed by the outer peripheral surface of the pressing section (40) and gradually pushed toward the hole wall side to form the excavation hole. Is compressed to the inner peripheral wall side.

As a result, the present construction device (10) can be propelled downward without increasing frictional resistance, and the ground can be dug without difficulty. Furthermore, wall building (50)
However, since the outer diameter of the auger head portion (20) is approximately equal to that of the auger head portion (20), the wall building portion (50) is formed by the outer peripheral surface of the pressing portion (40) without increasing frictional resistance. While rotating the inner wall of the drilled hole, knead it to strengthen it.

As a result, it is possible to prevent the inner peripheral wall from collapsing, and since the excavated soil generated during excavation is pressed against the inner peripheral wall of the excavation hole, the amount of soil discharged to the ground is reduced. According to the invention of claim 2, in the wall-building part (50), the screw protrusions (51) of the wall-building part (50) mainly contact the inner wall of the hole, so that the wall-building part (50) The contact area between the outer peripheral surface and the inner peripheral wall of the drill hole is reduced.

As a result, the frictional resistance between the outer peripheral surface of the wall part (50) and the inner peripheral wall of the excavation hole can be reduced, which facilitates excavation. Further, since the screw ridges (51) are formed in a spiral shape on the outer peripheral surface of the wall building part (50), a part of the excavated soil is raised and kneaded into the hole wall, and the surplus soil is discharged to the ground. To soil.

As a result, the ground can be excavated without difficulty. According to the third aspect of the invention, in the pressing portion (40), the screw ridge (41) forcibly transfers a part of the excavated soil upward, so that the pressing portion (40) and the excavated soil slide and friction. To prevent In other words, this screw ridge (4
Without 1), excavated soil, especially clay, is molded and solidified in a mortar shape along the outer peripheral surface of the pressing part (40), causing sliding friction with the pressing part (40) to increase friction resistance and excavation. May hinder the

Therefore, in the present invention, the pressing portion (40) is provided with a screw ridge (41) to forcibly transfer a part of the excavated soil upward, thereby solidifying the excavated soil and the frictional resistance associated with the solidification of the excavated soil. To prevent excavation and facilitate excavation. According to the invention of claim 4, in the pressing portion (40), the inclined projecting piece (42) projects from the outer peripheral surface thereof, so that the inclined projecting piece (42) is rotated with the rotational movement of the pressing portion (40). Crushes the surrounding excavated soil finely,
Stir.

As a result, the excavated soil does not solidify as a lump in the periphery of the pressing portion (40), and the excavated soil is made into fine particles,
Facilitates movement to the hole wall side. Further, if the inclination direction of the inclined projection piece (42) is inclined with respect to the rotation direction of the pressing portion (40) so that the soil on the outer periphery can be fed upward, a part of the excavated soil is added in addition to the stirring. It can be moved to the hole wall side while being transferred upward.

Thus, a part of the excavated soil on the outer periphery of the pressing portion (40) is forcibly transferred upward, and solidification of the excavated soil and an increase in frictional resistance due to solidification are prevented to facilitate excavation. . According to the invention of claim 5, at the boundary portion between the pressing portion (40) and the wall building portion (50), that is, the maximum outer diameter portion of the pressing portion (40) and the lowermost end portion of the wall building portion (50). The wear ring (43) is wound around the place where the most wear occurs with the excavated soil compacted by the pressing part (40).

For this reason, the wear ring (43) has the pressing portion (40).
Contact with the excavated soil compacted by the wear ring (4
3) Wear yourself. As a result, wear of the construction device body can be prevented. According to the invention of claim 6, the pressing portion (40)
A wear plate (44) is attached to the peripheral surface.

Therefore, the wear plate (44) comes into contact with the excavated soil being pressed and solidified by the pressing portion (40), and the wear plate (44) itself is worn. This can reduce wear of the construction apparatus body. According to the invention as set forth in claim 7, the stirring projection pieces (45, 46) on the peripheral surface of the pressing portion (40) rotate the pressing portion (40) and the excavated soil on the outer periphery of the pressing portion (40) around it. While rotating to
Stir to finely grind the excavated soil.

As a result, the excavated soil does not solidify in a lump form around the pressing portion (40), and the excavated soil is made into fine particles,
Facilitates movement to the hole wall side. Then, solidification of the excavated soil and an increase in frictional resistance due to the solidification are prevented to facilitate excavation. According to the invention described in claim 8, the stirring rods (47, 48) on the peripheral surface of the pressing portion (40) are rotated by the pressing portion (40) and the pressing portion (4
The excavated soil on the outer periphery of 0) is repeatedly stirred while rotating the excavated soil around it to finely grind the excavated soil.

Further, as the construction device (10) digs downward, the excavated soil is crushed a plurality of times by the stirring rods (47, 48) located higher. For this reason, stirring rods (47,48)
The grain size of the excavated soil can be gradually pulverized stepwise from coarse grains to fine grains along the longitudinal direction of the pressing part (40). As a result, the excavated soil does not solidify as a lump in the periphery of the pressing portion (40), and the excavated soil is made finer to facilitate movement to the hole wall side.

Then, solidification of excavated soil and an increase in frictional resistance due to solidification are prevented to facilitate excavation. According to the invention of claim 9, after excavating to a predetermined depth, the present construction device
While pulling out (10) upwards, an appropriate amount of filling liquid (80) such as mortar or cement milk is injected into the excavation hole from the injection hole (60) at the tip of the auger head portion (20).

That is, the filling liquid (80) is filled from the bottom of the drill hole to the required height position. Then fill liquid
The foundation pile (90) is inserted inside the excavation hole filled with (80), and the surrounding liquid of the foundation pile (90) and the foundation pile are solidified by solidifying the filling liquid (80).
The base pile (90) can be securely and firmly fixed in the ground by being integrated with (90).

[0030]

FIG. 1 is a side view of a foundation pile construction device according to a first embodiment of the present invention. In the figure, 10 indicates a construction device for a foundation pile, and this construction device 10 for a foundation pile forms an excavation hole for burying a foundation pile that supports a ground structure or a structure in soil. It is a construction device for.

As shown in FIG. 1, the present construction apparatus has an auger head portion 20 located at the lowermost end, a dumping portion 30 connected to an upper end portion of the auger head portion 20, and the dumping portion 30. It has a pressing part 40 connected to the upper end and a wall part 50 connected to the upper end of the pressing part 40. As shown in FIG. 1, the auger head portion 20 excavates soil at the tip, is connected to a plurality of excavating blades 21 having an outer diameter D and the upper end of the excavating blade 21, and is smaller than the outer diameter D. It has a cylindrical shape having an outer diameter, in this embodiment a hollow cylindrical cylindrical shaft portion 22, and an outer diameter substantially equal to the outer diameter D of the auger head portion 20, and extends in a spiral shape on the outer peripheral surface of the cylindrical shaft portion 22. Screw screw wings
23 and.

An example of the length in the longitudinal direction of the hoisting portion 30 is 1 to 5 m, and as shown in FIG.
A cylindrical shaft portion 31 having a smaller outer diameter, in this embodiment, a hollow cylindrical cylindrical shaft portion 31, and an outer diameter D which is substantially equal to the outer diameter D of the auger head portion 20, and has a spiral shape on the outer peripheral surface of the cylindrical shaft portion 31. And a screw blade 32 extending to the. The pressing portion 40
As shown in FIG. 1, one example of the length in the longitudinal direction is
The conical shape is 0.5 to 2 m thicker toward the upper side, that is, a hollow conical shape in this embodiment, and the maximum outer diameter thereof is substantially equal to the outer diameter D of the auger head portion 20.

As shown in FIG. 1, the wall portion 50 has a cylindrical shape, in the present embodiment, a hollow cylindrical shape, and its outer diameter is formed to be substantially equal to the outer diameter D of the auger head portion 20. .
The wall portion 50 and the pressing portion 40 may be integrally and continuously fixed, but a joint portion (not shown) may be provided to provide a detachable connection structure. Further, as shown in FIG. 1, an injection hole 60 capable of injecting the filling liquid 80 is formed at the tip of the auger head portion 20.

Next, a usage mode of the foundation pile construction apparatus 10 according to the embodiment of the present invention will be described. First, a motor 70 (FIG. 3) that generates a rotational driving force is attached to the upper part of the main construction device 10, and the auger head portion 20 of the main construction device 10 is directed downward to stand upright on the ground.

Then, while the construction device is rotated by the motor 70 (FIG. 3), it is dug vertically toward the ground. At this time, the excavating blade 21 at the tip of the auger head portion 20 rotates to crush the ground for excavation. Next, the screw blades 23 and 32 of the auger head portion 20 and the soil excavation portion 30 transfer the soil excavated by the excavating blade 21 upward.

With this reaction force, it is possible to obtain a propulsive force capable of lifting the construction apparatus 10 upward. Next, as shown in FIG. 1, the outer peripheral surface of the pressing portion 40 pushes the excavated soil carried by the screw blades 32 in the radial direction, that is, the inner peripheral wall side of the excavation hole. Thereby, the inner peripheral wall of the excavation hole is pressed and solidified, and the excavation hole having a strong inner peripheral wall is formed.

Further, as shown in FIG. 1, the wall part 50 is
By the outer peripheral surface of the pressing portion 40, the inner peripheral wall of the formed excavation hole is rotated and kneaded to form a strong inner peripheral wall.
As a result, the inner peripheral wall can be prevented from collapsing, and the foundation pile 90 (FIG. 4) installed inside the inner peripheral wall can be firmly fixed. Further, when a hard ground having a considerable thickness exists in the ground, immediately after excavating with the auger head portion 20, immediately pressing the excavated soil excavated with the pressing portion 40 against the inner peripheral wall of the excavation hole is the outer periphery of the pressing portion 40. The frictional resistance between the surface and the inner peripheral wall of the excavation hole increases, making excavation difficult. In that case, if the length of the excavation section 30 is set to an appropriate length, the excavated soil will be sufficiently loosened when it is transferred upward, and the inner peripheral wall of the excavated hole will also be formed by the outer edges of the screw blades 23, 32. The unevenness is scraped.

As a result, the frictional resistance at the pressing portion 40 is also reduced, and excavation and wall building can be carried out easily. Furthermore, since the excavated soil generated during excavation is compacted on the inner peripheral wall of the excavated hole, the excavated soil discharged to the ground can be drastically reduced or eliminated. As a result, the amount of soil discharged to the ground can be reduced, the labor and processing cost of soil disposal can be reduced, and the manufacturing cost can be reduced.

The inner peripheral wall of the excavation hole below the pressing portion 40 is excavated by the screw blade 23 of the auger head portion 20 and the screw blade 32 of the soil excavating portion 30 by appropriately rotating the construction device 10 in the reverse direction. The excavated soil can be pressed laterally or downward to strengthen the inner peripheral wall. Therefore,
The inner wall can be completely built over the entire length of the drill hole.

The construction apparatus 10 has an injection hole 60 at the tip of the auger head portion 20 as shown in FIG. Therefore, after excavating to a predetermined depth with the present construction device 10, while pulling out the present construction device 10 upward, a filling liquid 80 (Fig. 4) such as mortar or cement milk is injected into the excavation hole from the injection hole 60. Then, fill liquid 80
(Fig. 4) can be filled.

Then, the foundation pile 90 (Fig. 4) is inserted into the excavation hole into which the filling liquid 80 (Fig. 4) has been injected, and the surrounding soil and the foundation pile 90 ( 4) and the foundation pile 90 (FIG. 4) can be securely and firmly fixed in the ground. Next, a foundation pile construction device according to a second embodiment of the present invention will be described. Figure 2
Is a side view of a foundation pile construction device according to a second embodiment of the present invention, FIG. 3 is a side view of an excavated state using the construction device, and FIG. 4 is a foundation pile inserted into an excavation hole. The side view of each state is shown.

In FIG. 4, reference numeral 90 indicates a foundation pile inserted inside the excavation hole. This embodiment is substantially the same as the first embodiment as shown in FIG.
At the wall surface 50
It has a screw ridge 51 extending spirally along the height direction of the. The screw protrusion 51, specifically, for example, deformed rebar, round steel,
PC steel rod, iron wire or flat steel can be used.

As to the other configurations, as shown in FIG. 2, the same components as those described in the first embodiment are designated by the same reference numerals and the description thereof is omitted. . In this embodiment, in the wall part 50, the wall part 50
Since the screw ridges 51 mainly contact the inner peripheral wall, the contact area between the outer peripheral surface of the wall building portion 50 and the inner peripheral wall of the excavation hole is reduced.

As a result, the frictional resistance between the outer peripheral surface of the wall building portion 50 and the inner peripheral wall of the excavation hole can be reduced, and excavation can be carried out easily. Further, since the screw ridge 51 is formed in a spiral shape on the outer peripheral surface of the wall building portion 50, while kneading the excavated soil partly, kneading it into the hole wall
Excess surplus soil is discharged to the ground.

As a result, the ground can be excavated without difficulty. Furthermore, since the frictional resistance between the outer peripheral surface of the wall building portion 50 and the inner peripheral wall of the excavation hole is reduced, it is possible to reduce wear due to friction on the outer peripheral surface of the wall building portion 50. Next, a foundation pile construction device according to a third embodiment of the present invention will be described. FIG. 5: is a side view which shows the construction apparatus of the foundation pile which concerns on the 3rd Example of this invention.

As shown in FIG. 5, this embodiment is substantially the same as the first or second embodiment, except that the pressing portion 40 projects from the outer peripheral surface thereof, and in the height direction of the pressing portion 40. It is characterized by having a screw ridge 41 extending in a spiral shape along the ridge. Then, as to other configurations, as shown in FIG. 5, the same components as those described in the first or second embodiment are designated by the same reference numerals and the description thereof is omitted.

In this embodiment, since the screw ridge 41 forcibly transfers a part of the excavated soil upward in the pressing portion 40, it is possible to prevent sliding friction between the pressing portion 40 and the excavated soil. it can. That is, without the screw protrusion 41, excavated soil, especially clay is molded and solidified in a mortar shape along the outer peripheral surface of the pressing portion 40, and not only causes sliding friction with the pressing portion 40 to increase friction resistance, It may also hinder drilling.

Therefore, in this embodiment, the screw ridge 41 of the pressing portion 40 forcibly transfers a part of the excavated soil upward so as to prevent the excavated soil from solidifying and an increase in frictional resistance due to solidification. Facilitate excavation. Next, a construction device for a foundation pile according to a fourth embodiment of the present invention will be described. Figure 6
[Fig. 6] is a side view showing a construction device for a foundation pile according to a fourth embodiment of the present invention.

In this embodiment, as shown in FIG.
Although substantially the same as the embodiment of, the pressing portion 40, characterized in that it has an inclined projection 42 that protrudes from the outer peripheral surface thereof and is inclined by a predetermined angle with respect to the height direction of the pressing portion 40. Is. And in other configurations,
As shown in FIG. 6, in the first to third embodiments, the same components as those described are given the same reference numerals and the description thereof is omitted.

According to this embodiment, since the inclined projection piece 42 projects from the outer peripheral surface of the pressing portion 40, the pressing portion 40
In accordance with the rotational movement of (1), the inclined projecting piece (42) stirs the surrounding excavated soil while finely crushing it. As a result, the excavated soil does not solidify in a lump form around the pressing portion 40, and the excavated soil can be finely divided and easily moved to the hole wall side.

Further, the inclination direction of the inclined projection piece 42 is set to the pressing portion 40.
If the soil on the outer periphery is inclined with respect to the direction of rotation in a direction capable of being fed upward, in addition to stirring, part of the excavated soil can be moved upward while being moved upward. This allows
It is possible to facilitate the excavation by forcibly transferring a part of the excavated soil on the outer periphery of the pressing portion 40 to the upper side and preventing the solidification of the excavated soil and the increase in the frictional resistance due to the solidification.

Next, a foundation pile construction device according to a fifth embodiment of the present invention will be described. FIG. 7 shows a fifth embodiment of the present invention.
It is a side view which shows the construction apparatus of the foundation pile which concerns on the Example of.
This embodiment, as shown in FIG. 7, is almost the same as the first to fourth embodiments, but at the boundary between the pressing portion 40 and the wall-building portion 50,
It is characterized by having a wear ring 43 wrapped around the outer peripheral surfaces of both.

Then, as to other configurations, as shown in FIG. 7, the same components as those described in the first to fourth embodiments are designated by the same reference numerals and the description thereof will be omitted. ing. According to this embodiment, as shown in FIG.
The boundary between 40 and the wall-building part 50, that is, the maximum outer diameter part of the pressing part 40 and the lowermost part of the wall-building part 50, is the most worn between the excavated soil compacted by the pressing part 40. A wear ring 43 is wound around the place where it occurs.

The wear ring 43, as shown in FIG.
The shape is an annular shape, and is formed of a metal or the like having abrasion resistance. Therefore, the wear ring 43 is
Wear ring in contact with excavated soil compacted by 40
43 Wears itself. As a result, wear of the construction device body can be prevented.

When the wear amount of the wear ring 43 reaches the limit, only the wear ring 43 is replaced with another new wear ring 43.
The main body can be used as it is if it is replaced with. Next, a construction device for a foundation pile according to a sixth embodiment of the present invention will be described. FIG. 8: is a side view which shows the construction apparatus of the foundation pile which concerns on the 6th Example of this invention. As shown in FIG. 8, this embodiment is substantially the same as the first to fifth embodiments, but the outer peripheral surface of the pressing portion 40 has a plurality of wear plates 44 extending in the height direction thereof. It is characterized by.

The wear plate 44 is made of metal or the like having wear resistance, has a substantially rectangular outer shape as shown in FIG. 8, and its longitudinal direction is parallel to the longitudinal direction of the pressing portion 40. While being arranged, they are attached around the outer peripheral surface of the pressing portion 40 at predetermined intervals. And in other configurations,
As shown in FIG. 8, in the first to fifth embodiments, the same components as those described are given the same reference numerals and the description thereof is omitted.

According to the present embodiment, as shown in FIG. 8, the wear plate 44 is provided on the outer peripheral surface of the pressing portion 40.
The 44 contacts the excavated soil that is being compacted by the pressing portion 40, and the wear plate 44 itself wears. This can reduce wear of the construction apparatus body. Also, wear plate 44
As shown in FIG. 8, the pressing portion 40 is attached around the outer peripheral surface of the pressing portion 40 at a predetermined interval and protrudes from the outer peripheral surface by the thickness of the wear plate 44. Besides, it also has a stirring function of stirring the excavated soil on the outer periphery of the pressing portion 40.

As a result, the excavated soil does not solidify in a lump form around the pressing portion 40, and the excavated soil can be finely divided and easily moved to the hole wall side. Then, it is possible to facilitate the excavation by preventing the solidification of the excavated soil and the increase in the frictional resistance due to the solidification. When the wear amount of the wear plate 44 reaches the limit, only the wear plate 44 is replaced with another new wear plate.
If you replace it with 44, you can use the main unit as it is.

Next, a foundation pile construction device according to a seventh embodiment of the present invention will be described. FIG. 9 shows the seventh embodiment of the present invention.
It is a side view which shows the construction apparatus of the foundation pile which concerns on the Example of.
As shown in FIG. 9, this embodiment is substantially the same as the first to sixth embodiments, except that the pressing portion 40 protrudes radially from its outer peripheral surface and extends long in its height direction. It has a plurality of stirring protrusions 45.

That is, as shown in FIG. 9, the stirring projection 45 is a plate-shaped one attached along the longitudinal direction of the conical outer peripheral surface of the pressing portion 40. Then, as to other configurations, as shown in FIG. 9, the same components as those described in the first to sixth embodiments are designated by the same reference numerals and the description thereof is omitted.

According to the present embodiment, the stirring projection piece 45 on the outer peripheral surface of the pressing portion 40 crushes the excavated soil more finely while rotating and stirring the excavated soil on the outer periphery as the pressing portion 40 rotates. . As a result, the excavated soil does not solidify in a lump form around the pressing portion 40, and the excavated soil can be finely divided and easily moved to the hole wall side.

Then, it is possible to prevent excavation soil from being solidified and to prevent an increase in frictional resistance due to solidification to facilitate excavation.
In addition, in the present embodiment, the stirring projection 45 is formed over the entire length of the outer peripheral surface of the pressing portion 40 in the longitudinal direction as shown in FIG. 9, but the length thereof is not particularly limited to this. is not. For example, although not shown, the stirring protrusion 45 having a length of about one-third of the entire length of the outer peripheral surface of the pressing portion 40 in the longitudinal direction is attached to the pressing portion.
The same effect can be obtained by appropriately disposing the outer peripheral surface of 40.

Further, in this embodiment, the stirring protrusion 45 is
As shown in FIG. 9, it is formed linearly with respect to the longitudinal direction of the outer peripheral surface of the pressing portion 40, but as shown in FIG. 10, it has a curved shape with a slight spiral twist added to its longitudinal direction. It is also possible to form the stirring protrusion 46. In the present embodiment, in addition to the effects described above, in the pressing portion 40, since the curved stirring projection piece 46 with a spiral twist is forcibly transferred a part of the excavated soil upward, It is possible to prevent solidification and an increase in frictional resistance due to solidification, and facilitate excavation.

Next, a foundation pile construction device according to an eighth embodiment of the present invention will be described. FIG. 11: is a side view which shows the construction apparatus of the foundation pile which concerns on the 8th Example of this invention. As shown in FIG. 11, this embodiment is substantially the same as the first to seventh embodiments, but the pressing portion 40 has a plurality of stirring rods 47 radially protruding from the outer peripheral surface thereof in a rod shape. It is characterized by that.

As shown in FIG. 11, the stirring bar 47 has a cylindrical shape having a constant length in the radial direction from the outer peripheral surface of the pressing portion 40, and the longitudinal length of the conical outer peripheral surface of the pressing portion 40. The pressing parts are arranged in a line at a predetermined interval along the direction.
Four rows are formed around the outer peripheral surface of 40. Then, as to other configurations, as shown in FIG. 11, the same components as those described in the first to seventh embodiments are designated by the same reference numerals and the description thereof is omitted.

According to the present embodiment, the stirring rod 47 on the outer peripheral surface of the pressing portion 40 repeatedly collides and stirs while rotating the pressing portion 40 and rotating the excavated soil on the outer periphery of the pressing portion 40 around it. , Crush the excavated soil finely. Furthermore, construction equipment 10
As the digging proceeds downward, the excavated soil is crushed by the stirring rod 47 located at a higher position a plurality of times.

Therefore, the stirring rod 47 can gradually grind the grain size of the excavated soil in stages along the longitudinal direction of the pressing portion 40 from coarse grains to fine grains. As a result, the excavated soil does not solidify in a lump form around the pressing portion 40, and the excavated soil can be finely divided and easily moved to the hole wall side.
Then, it is possible to facilitate the excavation by preventing the solidification of the excavated soil and the increase in the frictional resistance due to the solidification.

In the present embodiment, the length of the stirring bar 47 from the outer peripheral surface of the pressing portion 40 has a constant length in the radial direction from the outer peripheral surface of the pressing portion 40, as shown in FIG. However, the present invention is not limited to this. For example, as shown in FIG. 12, a stirring bar having a length such that the pressing portion 40 rotates and the diameter of the circle formed by the locus of its tip becomes substantially equal to the maximum outer diameter D of the pressing portion 40. 48 may be similarly arranged.

As a result, the contact area between the excavated soil around the pressing portion 40 and the stirring rod 48 can be increased, and the stirring effect of the stirring rod 48 can be further increased.
The inner peripheral wall of the drilled hole can be made stronger.

[0070]

Since the present invention is constituted as described above, it has the following effects. Claim 1
According to the invention described, by gradually compressing the excavated soil that has been sufficiently loosened on the inner peripheral wall side of the excavation hole, the ground around the excavation hole is gradually consolidated, and the ground is dug without difficulty, and It is possible to provide a foundation pile construction device that reduces the amount of soil removal and reduces the labor and disposal cost of soil disposal.

According to the second aspect of the present invention, it is possible to provide a foundation pile construction device which is provided with a screw ridge in the wall construction so as to reduce the frictional resistance of the wall construction during excavation. . According to the invention described in claim 3, a screw protrusion is provided in the pressing portion to forcibly transfer a part of the excavated soil on the outer periphery to the upper side to reduce the frictional resistance of the pressing portion during excavation. It is possible to provide a foundation pile construction device that presses the inner peripheral wall of the excavation hole.

According to the fourth aspect of the invention, the pressing portion is provided with an inclined projecting piece to stir the excavated soil on the peripheral surface of the pressing portion so that the excavated soil does not solidify in a lump state and at the same time, the excavated soil is transferred upward. Thus, it is possible to provide a foundation pile construction device capable of effectively pressing the inner peripheral wall of the excavation hole. According to the invention of claim 5, a foundation pile construction device is provided with a wear ring provided between the pressing portion and the wall-building portion to protect the main body between the pressing portion and the wall-building portion from wear. Can be provided.

According to the sixth aspect of the present invention, the pressing portion is provided with a wear plate to protect the pressing portion from wear and to stir the excavated soil so that it does not solidify on the peripheral surface of the pressing portion. It is possible to provide a construction device for a foundation pile. According to the invention of claim 7, a stirring protrusion is provided on the pressing portion to stir the excavated soil and to apply a rotational force to reduce frictional resistance and to compact the soil on the hole wall side. A construction device for a foundation pile can be provided.

According to the invention as set forth in claim 8, a stirring bar is provided in the pressing portion to stir the excavated soil, and at the same time, the rotational force can be applied to reduce the frictional resistance and to compact the soil on the hole wall side. It is possible to provide a construction device for a foundation pile. According to the invention described in claim 9, it is possible to provide an apparatus for constructing a foundation pile in which an injection hole is provided at the tip of the auger head portion and the filling liquid can be injected from the injection hole into the excavation hole.

[Brief description of drawings]

FIG. 1 is a side view showing a foundation pile construction device according to a first embodiment of the present invention.

FIG. 2 is a side view showing a foundation pile construction device according to a second embodiment of the present invention.

FIG. 3 is a side view showing a state of excavation using the present construction device.

FIG. 4 is a side view showing a state in which a foundation pile is inserted inside an excavation hole.

FIG. 5 is a side view showing a foundation pile construction device according to a third embodiment of the present invention.

FIG. 6 is a side view showing a construction device for a foundation pile according to a fourth embodiment of the present invention.

FIG. 7 is a side view showing a foundation pile construction device according to a fifth embodiment of the present invention.

FIG. 8 is a side view showing a foundation pile construction device according to a sixth embodiment of the present invention.

FIG. 9 is a side view showing a foundation pile construction device according to a seventh embodiment of the present invention.

FIG. 10 is a side view showing a construction device for a foundation pile having a curved stirring protrusion.

FIG. 11 is a side view showing a foundation pile construction device according to an eighth embodiment of the present invention.

FIG. 12 is a side view showing a construction device for a foundation pile having stirring rods having different lengths.

[Explanation of symbols]

10 Foundation pile construction equipment 20 Auger head portion 21 Excavation blade 22,31 Cylindrical shaft portion 23,32 Screw blade 30 Excavation portion 40 Pressing portion 41 Screw ridge 42 Inclined protrusion 43 Wear ring 44 Wear plate 45,46 Stirring protrusion Piece 47, 48 Stir bar 50 Wall building 51 Screw ridge 60 Injection hole 70 Motor 80 Filling liquid 90 Foundation pile

─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-6-158971 (JP, A) JP-A-56-146584 (JP, A) JP-A-5-86791 (JP, A) JP-A-2- 300495 (JP, A) Actual development Sho 62-155178 (JP, U) (58) Fields investigated (Int.Cl. ⁷ , DB name) E21B 10/44

Claims (9)

(57) [Claims] 1. An auger head portion having a drilling blade at its tip, a columnar cylindrical shaft portion connected to an upper end portion of the auger head portion and having an outer diameter smaller than an outer diameter of the auger head portion, While protruding from the outer peripheral surface of this cylindrical shaft part,
Having an outer diameter substantially equal to the outer diameter of the auger head portion,
Along the height direction of the cylindrical shaft portion have a screw blade extending spirally, drilling was drilled by the auger head
Forcibly raises the earth cutting, and the reaction force lowers the construction equipment itself.
Connected to the top of the cylindrical shaft of the dumping section to be propelled toward the bottom, and becomes thicker in a conical shape toward the upper side, and its maximum outer diameter is formed to be approximately equal to the outer diameter of the auger head section. An apparatus for constructing a foundation pile, comprising: a pressed portion and a cylindrical wall portion that is connected to an upper end portion of the pressed portion and has an outer diameter substantially equal to the outer diameter of the auger head portion. 2. The foundation pile construction device according to claim 1, wherein a screw projection is provided in a spiral shape along the height direction of the wall building portion on the peripheral surface of the wall building portion. 3. The foundation pile construction device according to claim 1 or 2, wherein a spiral screw protrusion is provided on the peripheral surface of the pressing portion along the height direction of the pressing portion. 4. The foundation pile according to claim 1, wherein a plurality of inclined projecting pieces that are inclined at a predetermined angle with respect to the height direction of the pressing portion are fixedly provided on the peripheral surface of the pressing portion. Construction equipment. The boundary between the 5. pressing portion and Chikukabe portion, construction equipment foundation pile <br/> according to any one of claims 1 to 4, characterized in that the wound wear ring. 6. A plurality of wear plates extending in the height direction are attached to the peripheral surface of the pressing portion.
The foundation pile construction device according to 2 or 5. 7. The pressing portion peripheral surface is provided with a plurality of stirring protrusions that protrude radially from the outer peripheral surface and extend long in the height direction. The foundation pile construction device described in 5. 8. The foundation pile construction device according to claim 1, wherein a plurality of stirring rods radially protruding from the outer peripheral surface of the pressing portion are provided on the peripheral surface of the pressing portion. 9. The foundation pile construction device according to claim 1 , wherein an injection hole for injecting a filling liquid into the excavation hole is provided at the tip of the auger head portion.