WO2014034166A1

WO2014034166A1 - Method for constructing knotted cast-in-place concrete-based pile, and excavation blade-equipped steel pipe

Info

Publication number: WO2014034166A1
Application number: PCT/JP2013/059269
Authority: WO
Inventors: 市村仁志; 菅将憲; 高橋秀一
Original assignee: 大和ハウス工業株式会社
Priority date: 2012-08-29
Filing date: 2013-03-28
Publication date: 2014-03-06
Also published as: CN104603366B; MY171501A; JP2014062446A; JP5852038B2; CN104603366A

Abstract

This method for constructing a knotted cast-in-place concrete-based pile comprises: a step for preparing an excavation blade-equipped steel pipe (10) in which a leading end excavation blade (12) is detachably attached to the lower end thereof; a step for inserting the excavation blade-equipped steel pipe (10) into the ground (15) while excavating downward by the leading end excavation blade (12) and forming a spiral groove in soil around the periphery of the steel pipe (11) by pushing down the excavation blade-equipped steel pipe while rotating the excavation blade-equipped steel pipe around the center axis of a steel pipe (11) in a given direction; a step for filling mortar or ready-mixed concrete into the steel pipe (11); and a step for pulling out only the steel pipe (11) from the ground (15) and pouring the mortar or ready-mixed concrete in the steel pipe (11) into a pile hole (17) that is formed after the steel pipe (11) has been pulled out and the spiral groove (16). The leading end excavation blade (12) may be freely housed in the steel pipe (11) instead of being detachable.

Description

Construction method of on-site cast-in-place concrete piles and steel pipes with excavation blades

Related applications

This application claims the priority of Japanese Patent Application No. 2012-188723 filed on Aug. 29, 2012, which is incorporated herein by reference in its entirety.

The present invention relates to a concrete pile built in-situ in the ground to support the foundation of a building, in particular, a method for building a cast-in-place concrete pile with a spiral node on the outer peripheral surface, and this construction method. The present invention relates to an excavating blade-attached steel pipe for constructing a node-cast concrete pile with a knot and a spot-cast concrete pile with a knot constructed by the construction method.

When building a building on soft ground, the ground is reinforced by a columnar improvement method, a method of burying small-diameter steel pipe piles, and the like. The columnar improvement method is a method of constructing a columnar improvement pile in which soil is solidified with a solidifying material by mixing and stirring the solidified material in the excavated soil while excavating a pile hole in the ground.

Moreover, as an alternative to the above columnar improvement method, in Patent Document 1, a pile hole is excavated in the ground with an excavation auger having an excavation claw at the tip, and a hydraulic solidifying material liquid made of cement or the like is filled in the pile hole, Thereafter, a method of constructing a replacement column in which the hydraulic solidifying material liquid is solidified by lifting the excavating auger from the ground has been proposed.

JP 2011-106253 A

The conventional columnar improvement method has the following problems.
・ Since soil and solidified material are mixed and stirred at the site, the quality of the built-up pillar-shaped piles varies depending on the soil quality at the site and the difference in the installer.
-In order to avoid insufficient strength due to poor solidification or poor stirring, it may be necessary to inject a large amount of solidified material slurry, which places a heavy burden on the environment.
-Depending on the soil, harmful substances such as hexavalent chromium may be eluted. Although it is possible to test whether hexavalent chromium or the like is eluted in advance and confirm that there is no dissolution, this requires cost and time.

The method of burying small diameter steel pipe piles has the following problems.
-Since it is necessary to support the front-end | tip of a small diameter steel pipe pile on comparatively hard ground (generally N value> 10), it may not be applied depending on the ground.
・ Deterioration due to corrosion of small diameter steel pipe piles. For this reason, it is designed in advance to allow for corrosion.

The method of Patent Document 1 does not cause each problem of the conventional columnar improvement method because the soil at the site is not mixed with the solidifying material. However, in the method of Patent Document 1, since the outer peripheral surface of the replacement column formed by solidifying the hydraulic solidifying material liquid is cylindrical without a node, the shear resistance between the outer peripheral surface of the replacement column and the surrounding ground is low. The replacement column diameter must be increased accordingly.

The object of the present invention is to build a concrete pile for ground reinforcement with stable quality without being affected by the soil condition at the site, and the pile peripheral surface resistance force of the built concrete pile is large. The object is to provide a method for constructing a cast-in-place concrete pile with a knot and a steel pipe with a drilling blade attached in a simple configuration used in this construction method.
Another object of the present invention is to provide a knotted in-situ concrete pile having a large pile peripheral surface resistance.

In the method for constructing a knotted concrete pile with a node according to the present invention, a tip excavating blade having a blade body partially protruding from the outer peripheral surface of the steel pipe at one end of the steel pipe is removed or from the outer peripheral surface of the steel pipe. A process of preparing a drilling blade mounting steel pipe attached to be able to be stored on the inner peripheral side,
Pushing down the steel pipe attached with the excavating blade while supporting the tip excavating blade to be on the lower side and rotating the steel pipe in a certain direction around the central axis of the steel pipe with the portion protruding from the outer peripheral surface of the steel pipe. The process of digging downward by the tip excavation blade and inserting it into the ground while forming a spiral groove in the outer periphery of the steel pipe,
Filling the steel pipe with mortar, ready-mixed concrete or cement milk;
Pulling up the steel pipe to separate the tip excavation blade from the steel pipe, or rotating the steel pipe reversely to store the tip excavation blade on the inner peripheral side of the outer diameter of the steel pipe, and pulling out the steel pipe from the ground And a process of pouring mortar, ready-mixed concrete, or cement milk in the steel pipe into the pile hole that becomes the trace of the steel pipe and the spiral groove.

築 In this method of building a cast-in-place concrete pile with a knot, a spiral groove is formed on the outer periphery of the pile hole by excavating the pile hole using the above-described excavating blade-attached steel pipe. The tip excavation blade can be removed from the steel pipe, and by pulling up the steel pipe, the tip excavation blade is separated from the steel pipe and left at the bottom of the pile hole. Alternatively, the tip excavation blade can be stored with respect to the steel pipe, and the tip excavation blade is stored on the inner peripheral side of the outer diameter of the steel pipe by rotating the steel pipe in the reverse direction. Therefore, it is possible to pull out only the steel pipe from the ground without breaking the spiral groove. Mortar or ready-mixed concrete or cement milk is poured into the pile holes and spiral grooves formed in this way, and the mortar or ready-mixed concrete or cement milk is hardened, so that the spiral knotted concrete piles are cast in the field. Built in.

This construction method of on-site cast-in-place concrete piles with knots does not mix and agitate the soil and solidified material in the field unlike the conventional columnar improvement method, so it is not affected by the state of the soil at the site. It is possible to build concrete piles for stable ground reinforcement. In addition, there is no worry of toxic substances such as hexavalent chromium eluting depending on the soil.

¡When a concrete pile is built in this way, the soil around the pile hole is pushed around by the steel pipe and the ground is compacted. Moreover, since the constructed concrete pile has a spiral node on the outer peripheral surface, the shear resistance of the peripheral surface of the pile is large. From these things, the pile peripheral surface resistance force of a concrete pile can be taken largely.

When the pile surface resistance of concrete piles is large, there are the following advantages.
-It is possible to reduce the pile diameter and reduce material costs.
-Less material is required for concrete piles, and environmental load can be reduced.
-Since the tip of the pile can be supported by the ground having a relatively small N value, the pile length can be shortened.

In the method of constructing a knotted concrete pile with a knot according to the present invention, during the process of pouring mortar in the steel pipe or fresh concrete or cement milk into the pile hole and the spiral groove, the steel pipe is vibrated to give vibration to the mortar. Alternatively, green concrete or cement milk may be compacted.
Thereby, mortar, ready-mixed concrete, or cement milk can be spread to the corners of the pile hole and the spiral groove without any gap, and the quality of the built-in-placed cast-in-place concrete pile can be improved.

A drilling blade mounting steel pipe for building a cast-in-place concrete pile with a first knot according to the present invention is a steel pipe, and is attached to one end of the steel pipe by a mounting portion, and a part protrudes to the outer peripheral side from the outer peripheral surface of the steel pipe. A tip excavating blade having a blade body is provided, and the tip excavating blade is detached from the steel pipe at the attachment portion by the resistance of the ground acting on the tip excavating blade by pulling up the steel pipe from the ground.
With this structure, it can be used in the method for constructing the above-mentioned spot cast-in-place concrete pile according to the present invention, and in the process of pouring mortar, ready-mixed concrete or cement milk in a steel pipe into the pile hole and spiral groove in this construction method. When the steel pipe is pulled up, the tip excavation blade is detached from the steel pipe due to the resistance of the ground, so that it is not necessary to provide a separate mechanism for separating the steel pipe and the tip excavation blade. Therefore, it is possible to simplify the construction of the excavating blade-attached steel pipe for constructing a knotted concrete pile with a knot.

The tip excavation blade has, for example, a lid portion that closes the lower end of the steel pipe, the blade body is fixed to the lid portion, and the attachment portion protrudes upward from the lid portion and is provided on the steel pipe. It consists of a pin that detachably engages with the engaged portion. According to this configuration, the configuration of the tip excavation blade is simplified.

An excavating blade mounting steel pipe for building a cast-in-place concrete pile with a second node according to the present invention includes a steel pipe, a state in which a part of the steel pipe is attached to one end of the steel pipe and protrudes to the outer peripheral side from the outer peripheral surface of the steel pipe. Has a tip excavating blade having a projecting and retracting blade whose posture can be changed to a state in which it is housed on the inner peripheral side with respect to the outer peripheral surface of the steel pipe, and the tip excavating blade is rotatable in the circumferential direction of the steel pipe And the rotation to one direction from the state which a part protrudes to the outer peripheral side rather than the outer peripheral surface of the said steel pipe is blocked | prevented by a stopper. The direction in which the rotation is prevented is a direction in which the tip excavation blade is prevented from rotating due to the resistance of the ground when the steel pipe is rotated forward, that is, when the steel pipe is inserted into the ground.

The steel pipe of this structure can be used in the method of constructing the above-mentioned nodal cast-in-place concrete pile according to the present invention, and the steel pipe is inverted before pouring mortar, ready-mixed concrete or cement milk in the steel pipe into the pile hole and the spiral groove. By rotating, the tip excavation blade is accommodated on the inner peripheral side with respect to the outer peripheral surface of the steel pipe by the resistance of the ground. Further, when the steel pipe is rotated forward and inserted into the ground, the tip excavation blade is prevented from rotating by the stopper, and the tip excavation blade maintains the protruding state. Therefore, it is not necessary to separately provide a drive source and an operation mechanism for projecting and storing the tip excavation blade with respect to the steel pipe. Therefore, it is possible to simplify the construction of the excavating blade-attached steel pipe for constructing a knotted concrete pile with a knot.

The in-situ concrete pile with knots of this invention is a columnar shape made of mortar, concrete or cement milk, and has a spiral ridge that bites into the ground on the outer periphery. When the spiral ridges bite into the ground, the shear resistance of the pile peripheral surface increases and the pile peripheral surface resistance increases.

Any combination of at least two configurations disclosed in the claims and / or the specification and / or drawings is included in the present invention. In particular, any combination of two or more of each claim in the claims is included in the present invention.

The present invention will be more clearly understood from the following description of preferred embodiments with reference to the accompanying drawings. However, the embodiments and drawings are for illustration and description only and should not be used to define the scope of the present invention. The scope of the invention is defined by the appended claims. In the accompanying drawings, the same part numbers in a plurality of drawings indicate the same or corresponding parts.
It is a sectional view of the ground where a spot cast-in-place concrete pile according to one embodiment of the present invention is built. It is a side view which shows the whole structure of an example of the construction apparatus which builds the node cast-in-place concrete pile shown in FIG. It is an assembly perspective view of the excavation blade attachment steel pipe for construction of a spot cast-in-place concrete pile shown in FIG. It is a perspective view of the tip excavation blade of the excavation blade attachment steel pipe. It is a fracture | rupture top view of the same excavation blade attachment steel pipe. It is explanatory drawing which shows each process of the construction method of the field cast-in-place concrete pile with a node performed using the excavation blade attachment steel pipe shown in FIG. It is a front view which shows the lower end part in the excavation blade accommodation state of the excavation blade attachment steel pipe used for the construction method of the cast-in-place concrete pile with a node concerning 2nd Embodiment. It is a bottom view of the steel pipe of Drawing 7A. It is a front view which shows the lower end part in the excavation blade protrusion state of the excavation blade attachment steel pipe. It is a bottom view of the steel pipe of Drawing 8A. It is explanatory drawing which shows each process of the construction method of the field cast-in-place concrete pile with a node performed using the excavation blade attachment steel pipe shown to FIG. 8A. It is a front view which shows the lower end part of the excavation blade attachment steel pipe concerning a proposal example. It is a bottom view of the steel pipe of Drawing 10A. It is a front view which shows the lower end part of the excavation blade attachment steel pipe concerning other proposal examples. It is a bottom view of the steel pipe of Drawing 11A.

The construction method of the field cast-in-place concrete pile of this invention is demonstrated with FIG. 1 thru | or FIG.
This method for constructing a knotted cast-in-place concrete pile is a method of building a knotted cast-in-place concrete pile 20 shown as an example in FIG. The constructed in-situ concrete pile 20 with a knot has a shape in which a spiral knot 22 is formed on the outer periphery of a columnar pile body 21.

FIG. 2 is a side view showing the overall configuration of an example of a construction apparatus for constructing the above-mentioned knotted concrete pile 20 with a knot. The illustrated construction apparatus 1 includes a pile driving apparatus 1a, a mortar supply apparatus 1b, and a drilling blade mounting steel pipe 10.

The pile driving device 1a is supported by a self-propelled work vehicle 2 so that a guide column 3 can be changed in inclination, and an excavating blade-attached steel pipe 10 which will be described in detail later on an elevating head 4 which can be moved up and down along the guide column 3. The upper end of is held. The excavating blade-attached steel pipe 10 can be rotated by a rotary motor 5 provided on the elevating head 4. Further, the elevating head 4 is provided with a vibrator 6 that vibrates the excavating blade mounting steel pipe 10.

The mortar supply device 1b has a tank 7 containing the mortar M and a hose 8 for sending out the mortar in the tank 7. The tank 7 is a separate vehicle from the work vehicle 2.

The excavation blade mounting steel pipe 10 is composed of a steel pipe 11 and a tip excavation blade 12 attached to the lower end of the steel pipe 11 as shown in FIG. As shown in FIG. 4, the tip excavating blade 12 is provided with a plurality of (two in the illustrated example) blade bodies 12 b fixed to the lower surface of a disk-like lid portion 12 a that closes the lower end opening of the steel pipe 11. Is. Each blade body 12b is inclined so that the lower end is preceded when rotating in a predetermined excavation rotation direction (A direction). Further, the outer diameter end portion 12ba of each blade body 12b protrudes to the outer peripheral side with respect to the mounting portion 12a. Therefore, when the tip excavation blade 12 is attached to the lower end of the steel pipe 11, the outer diameter end portion 12ba of each blade body 12b protrudes to the outer peripheral side from the outer peripheral surface of the steel pipe 11 as shown in FIG.

The tip excavation blade 12 is detachably attached to the lower end of the steel pipe 11 by the attachment portion 12c. As shown in FIGS. 4 and 5, the mounting portion 12 c of this example includes a plurality (two in the illustrated example) of pins 12 ca protruding upward from the upper surface of the lid portion 12 a. In a state where the tip excavation blade 12 is attached to the steel pipe 11, the respective pins 12 ca are engaged with engagement portions 11 a provided on the inner peripheral surface of the steel pipe 11 as shown in FIG. 5. Normally, the tip excavating blade 12 does not come off the steel pipe 11 due to the frictional resistance between the pin 12ca and the engaging portion 11a, but when the steel pipe 11 is pulled up with the axial position of the tip excavating blade 12 fixed, the engaging portion The pin 12ca is removed from 11a, and the tip excavation blade 12 is detached from the end surface of the steel pipe 11. In a state where the tip excavation blade 12 is attached to the steel pipe 11, the rotation of the steel pipe 11 is transmitted to the tip excavation blade 12 through the protrusion 11a and the pin 12ca.

The construction method of the in-situ concrete pile with a node performed using the excavation blade attachment steel pipe 10 shown in the said FIG. 3 thru | or FIG. 5 is demonstrated.
First, as shown in FIG. 2, the upper end of the steel pipe 11 is held by the lifting head 4 of the construction apparatus 1, and the tip excavation blade 12 is attached to the lower end of the steel pipe 11 to prepare the excavation blade mounting steel pipe 10. The position of the excavating blade-attached steel pipe 10 is adjusted by the work vehicle 2 so that the excavated blade-attached steel pipe 10 is located immediately above the site-built concrete pile pile construction site of the ground 15.

In this state, the rotary motor 5 is driven to rotate the excavating blade mounting steel pipe 10 around the central axis of the steel pipe 11 in the excavation rotation direction A, and the elevating head 4 is lowered along the guide pillar 3 at a constant speed. The excavating blade mounting steel pipe 10 is pushed down. As a result, as shown in FIG. 6 (A), the entire blade body 12b of the tip excavating blade 12 is excavated downward, and the outer diameter end portion 12ba of each blade body 12b is spirally formed on the outer soil of the steel pipe 10. The excavating blade mounting steel pipe 10 is inserted into the ground 15 while forming the groove 16. Since each of the blade bodies 12b of the tip excavation blade 12 is provided with the inclination angle, the forward excavation blade 12 rotates, and a downward driving force acts on the entire excavation blade attachment steel pipe 10. For this reason, a regular-shaped spiral groove 16 with a constant interval is easily formed.

When the above operation is continued and the excavating blade mounting steel pipe 10 is inserted into the ground 15 to a predetermined depth from the ground surface as shown in FIG. 6B, the driving of the rotary motor 5 and the lowering of the lifting head 4 are stopped. To do. Next, as shown in FIG. 6C, the hose 8 of the mortar supply device 1 b is inserted into the steel pipe 11 of the excavating blade-attached steel pipe 10 from the upper end side, and the tip of the hose 8 is extended to the vicinity of the lower end of the steel pipe 11. And the mortar M is discharged from the front-end | tip of the hose 8, and the mortar M is filled to the upper end in the steel pipe 11. FIG.

When the filling of the mortar M is completed, the hose 8 of the mortar supply device 1b is extracted from the steel pipe 11, and then the elevating head 4 is raised to pull up the steel pipe 11. Since each blade body 12b of the tip excavation blade 12 is in a state of biting into the ground 15, the tip excavation blade 12 is attached to the mounting portion 12c (by the resistance of the ground 15 acting on the tip excavation blade 12 by pulling up the steel pipe 11. 4), the steel pipe 11 is detached. Further, by pulling up the steel pipe 11, only the steel pipe 11 is pulled out from the ground 15 as shown in FIG. 6D, and the pile hole 17 that becomes the trace of the steel pipe 11 and the spiral groove 16 in the steel pipe 11. Mortar M flows in. The tip excavating blade 12 is left at the bottom of the pile hole 17. When the steel pipe 11 is pulled up, vibration is applied to the steel pipe 11 by the vibrator 6 (FIG. 2), so that the mortar M is compacted, and the mortar M is spread to the corners of the pile hole 17 and the spiral groove 16 without a gap. Can do.

If the steel pipe 11 is completely pulled out as shown in FIG. 6 (E), then the top portion Ma of the mortar M poured into the pile hole 17 and the spiral groove 16 is smoothed. This completes the construction. When the mortar M is hardened, it becomes a knotted concrete pile 20 with a node shown in FIG.

This in-situ concrete pile 20 with a knot has a spiral knot 22 on the outer periphery of a columnar pile body 21, and this helix knot 22 bites into the ground 15. Further, in the process of inserting the excavating blade-attached steel pipe 10 into the ground 15, the soil of the portion that becomes the pile hole 17 is pushed around by the steel pipe 11 and the ground 15 is compacted. Therefore, the shear resistance of the pile peripheral surface is large.

When the pile peripheral surface resistance force of the in-situ concrete pile 20 with a node is large, there are the following advantages.
-It is possible to reduce the pile diameter and reduce material costs.
-The material of the cast-in-place concrete pile 20 with a node is small, and the environmental load can be reduced.
-Since the tip of the pile can be supported by the ground having a relatively small N value, the pile length can be shortened.

This construction method of on-site cast-in-place concrete piles with knots does not mix and agitate the soil and solidified material in the field unlike the conventional columnar improvement method, so it is not affected by the state of the soil at the site. It is possible to construct a cast-in-place concrete pile 20 with a knot for stable ground reinforcement. In addition, there is no worry of toxic substances such as hexavalent chromium eluting depending on the soil.

FIGS. 7A, 7B, 8A, and 8B respectively show a state where the excavating blade is mounted and an excavating blade protruding state of the excavating blade-attached steel pipe 10 used in the method for constructing a knotted concrete pile with a node according to the second embodiment. In this embodiment, the tip excavation blade 32 attached to one end of the steel pipe 11 in the excavation blade attachment steel pipe 10 can be freely protruded and stored instead of being configured to be attached to and detached from the steel pipe 11. That is, the tip excavation blade 32 is partially protruded from the outer peripheral surface of the steel pipe 11 as shown in FIGS. 8A and 8B, and the entire inner periphery of the outer peripheral surface of the steel pipe as shown in FIGS. 7A and 7B. The posture can be changed to the state of being housed.

Specifically, the tip excavation blade 32 is provided with an excavation blade body 32b having a groove-shaped blade body on the lower surface of a disk-shaped lid portion 32a that closes the lower end opening of the steel pipe 11, and this excavation is performed. A pair of projecting blades 32c, which are other blade bodies, are provided at both ends of the lower surface of the blade body 32b. Each projecting blade 32c is supported by a support shaft 33 parallel to the axis of the steel pipe 11 so as to be rotatable in both forward and reverse directions in the circumferential direction of the steel pipe 11 with respect to the excavating blade body 32b. Each of the projecting and retracting blades 32c is locked by a stopper 34 provided on the excavating blade main body 32b so as to protrude most outward from the outer peripheral surface of the steel pipe 11, and rotation in one direction from this posture is prevented. Is done. The direction in which the rotation is prevented is that when the steel pipe 11 is rotated forward, that is, when the excavating blade mounting steel pipe 10 is inserted into the ground, each projecting blade 32c of the tip excavating blade 32b is caused by the resistance of the ground. The direction is prevented from rotating.

A discharge port portion 35 is provided in the lid portion 32 a that closes the lower end opening of the steel pipe 11. The discharge port portion 35 is a port for discharging the mortar M to the outside of the steel pipe, and has a check valve (not shown). A tip of a hose 8 (FIG. 9) inserted into the steel pipe 11 is connected to the discharge port portion 35.

FIG. 9 shows a method for constructing a knotted in-situ concrete pile using the excavating blade-attached steel pipe 10 of FIGS. 7A, 7B and 8A, 8B. This construction method is substantially the same as the construction method described above with reference to FIG.
In this method, as shown in FIG. 9A, when the excavating blade mounting steel pipe 10 is penetrated into the ground 15, the tip excavating blade 32 is in a protruding state as shown in FIGS. 7A and 7B. is required. However, regardless of the attitude of the submerged blade 32c before the start of penetration, when the submerged blade 32c is in contact with the ground 15 and the excavating blade mounting steel pipe 10 is rotated in the forward direction, the submerged blade 32c is rotated by the ground 15 against the rotation. It rotates in the protruding direction by the reaction force, and is supported by the stopper 34 and maintained in the protruding state in the most protruding state as shown in FIGS. 8A and 8B. Therefore, the work and operation for projecting the projecting and retracting blade 32c are not particularly required.

When the penetration of the excavating blade mounting steel pipe 10 is completed as shown in FIG. 9B and mortar filling is started as shown in FIG. 9C, and then the excavating blade mounting steel pipe 10 is pulled up as shown in FIG. The excavating blade mounting steel pipe 10 is rotated in the reverse direction when penetrating. By this reverse rotation, the projecting blade 32c of the tip excavating blade 32 is housed on the inner peripheral side of the outer peripheral surface of the steel pipe 11 as shown in FIGS. 7A and 7B by the reaction force of the ground 15 with respect to the rotation. It becomes a state. Therefore, also in this embodiment, the excavating blade mounting steel pipe 10 can be pulled out from the ground 15 without breaking the spiral groove 16 formed in the ground 15. Further, when the steel pipe 11 is rotated forward and inserted into the ground 15, the tip excavation blade 32 protrudes and is prevented from rotating by the stopper 33, and the tip excavation blade 33 maintains the protruding state. Therefore, it is not necessary to separately provide a drive source and an operation mechanism for projecting and storing the tip excavation blade 32 with respect to the steel pipe 11.

Also in this embodiment, the same effects as in the above embodiment can be obtained. Although overlapping with the description in the above embodiment, the actions and effects are summarized below.
-Since the pile peripheral surface resistance force is large, the pile diameter can be reduced, and since it can be further reduced by the effect of the node, the material cost can be reduced.
-Since the volume of the material can be reduced, the environmental load can be reduced.
-Since the tip excavation blade 32 can project and retract, it is possible to attach nodes only when the steel pipe is pulled out, and the number of nodes can be reduced.
-Since it can construct without leaving the tip excavation blade 32 in the ground, the tip excavation blade 32 is not disposable, and cost can be reduced.
・ Shear resistance of pile peripheral surface is increased by pile compaction effect and joints, so that pile peripheral surface resistance can be increased.
-It is possible to build a stable cast-in-place concrete pile 20 with a knot without being affected by the soil condition at the site.
-Since the pile peripheral surface resistance is large, it can be supported even when the N value of the pile tip ground is relatively small, and the pile length can be shortened.
By providing the tip excavation blade 32 below the discharge port 35, the ground hitting the discharge port 35 can be loosened, and damage to the discharge port 35 can be reduced.

FIGS. 10A and 10B show a proposed example of the excavating blade mounting steel pipe. In this excavating blade-attached steel pipe 10A, the tip excavating blade 32 is provided with an excavating blade main body 32b having a groove-shaped front surface on the lower surface of a disc-shaped lid portion 32a that closes the lower end opening of the steel pipe 11. A pair of protruding blades 32c are provided at both ends of 32b.

In the embodiment of FIG. 9, the tip excavation blade 32 is projected when penetrating into the ground 15 using the excavation blade mounting steel pipe 10 of FIGS. 7A and 7B and FIGS. 8A and 8B. When the excavation blade mounting steel pipe 10 is penetrated into the ground 15, the tip excavation blade 32 may be stored. That is, when the excavation blade mounting steel pipe 10 is inserted into the ground 15, the tip excavation blade 32 is placed in the retracted state by rotating the excavation blade 32 in the opposite direction. In this stored state, the pile construction depth is penetrated. Thereafter, the tip excavation blade 32 is brought into a projecting state by rotating in the direction opposite to that during penetration (the forward direction). By pulling up the excavating blade-attached steel pipe 10 while rotating in this direction, a spiral groove 16 is formed on the outer periphery of a circular hole serving as a trace portion of the steel pipe 10 in the ground. As described above, when the steel pipe 10 is pulled up, the mortar is discharged from the discharge port 35 at the lower end while forming the hole having the spiral groove 16, so that the nodal on-site concrete pile with a spiral node is formed. Built.

Also in this case, since the spiral groove 16 is formed by only one of the drilling blade mounting steel pipe 10 when it is inserted and pulled, the tip excavation blade 32 is again formed in the formed spiral groove 16. A beautiful spiral node 22 (FIG. 1) is formed without causing the problem of breaking through the groove shape or forming a double groove.

11A and 11B show proposed examples of excavating blade-attached steel pipes. In this excavating blade-attached steel pipe 10B, the end excavating blade 32 is provided with two excavating blade main bodies 32b having a groove shape on the lower surface of a disc-shaped lid portion 32a that closes the lower end opening of the steel pipe 11 in a cross shape. A pair of protruding blades 32c are provided at both ends of one of the excavating blade main bodies 32b.
10A, 10B, and FIGS. 11A, 11B are similar to the examples of FIGS. 7A, 7B, 8A, and 8B in that the discharge port 35 is provided in the lid portion 32a.

10A, 10B or FIGS. 11A, 11B, it is possible to construct a knotted concrete pile with a knot in place, but in these examples, the tip excavating blade 32 extends from the outer periphery of the steel pipe 11. Since the drilling blade mounting steel pipes 10A and 10B are pulled out in a protruding state, there is a problem that the spiral groove formed in the ground when the steel pipe penetrates is damaged when the drilling blade mounting steel pipes 10A and 10B are pulled out.

In each of the above construction methods, mortar M is used as a material for the in-situ concrete pile 20 with knots, but instead of mortar M, ready-mixed concrete or cement milk may be used.

As described above, the preferred embodiments have been described with reference to the drawings. However, those skilled in the art will readily assume various changes and modifications within the obvious scope by looking at the present specification. Accordingly, such changes and modifications are to be construed as within the scope of the invention as defined by the appended claims.

DESCRIPTION OF SYMBOLS 10 ... Excavation blade attachment steel pipe 11 ... Steel pipe 12 ... Tip excavation blade 12a ... Cover part 12b ... Blade body 12ba ... Outer diameter end part 12c ... Pin (attachment part)
DESCRIPTION OF SYMBOLS 15 ... Ground 16 ... Spiral groove 17 ... Pile hole 20 ... In-situ concrete pile 22 with a node ... Node 32 ... Tip excavation blade 32b ... Excavation blade main body 32c ... Projection blade 34 ... Stopper M ... Mortar

Claims

Excavation blade attachment in which a tip excavation blade having a blade body partially protruding from the outer peripheral surface of the steel pipe is attached to one end of the steel pipe so that it can be removed or stored on the inner peripheral side of the outer peripheral surface of the steel pipe The process of preparing the steel pipe,
Pushing down the steel pipe attached with the excavating blade while supporting the tip excavating blade to be on the lower side and rotating the steel pipe in a certain direction around the central axis of the steel pipe with the portion protruding from the outer peripheral surface of the steel pipe. The process of digging downward by the tip excavation blade and inserting it into the ground while forming a spiral groove in the outer periphery of the steel pipe,
Filling the steel pipe with mortar, ready-mixed concrete or cement milk;
Pulling up the steel pipe to separate the tip excavation blade from the steel pipe, or rotating the steel pipe reversely to store the tip excavation blade on the inner peripheral side of the outer diameter of the steel pipe, and pulling out the steel pipe from the ground The process of pouring mortar, ready-mixed concrete, or cement milk in the steel pipe into the pile hole and the spiral groove that are traces of the steel pipe,
Method for construction of cast-in-place concrete piles with knots.
2. The method for constructing a cast-in-place concrete pile with a node according to claim 1, wherein vibration is applied to the steel pipe during a process of pouring mortar, ready-mixed concrete or cement milk in the steel pipe into the pile hole and a spiral groove. A method for building a cast-in-place concrete pile with a knot that compacts the mortar, ready-mixed concrete or cement milk.
A steel pipe, and a tip excavating blade having a blade body attached to one end of the steel pipe by a mounting portion and protruding partly on the outer peripheral side of the outer peripheral surface of the steel pipe. The tip excavating blade is configured to remove the steel pipe from the ground. An excavating blade-attached steel pipe for building a cast-in-place concrete pile with a node that is detached from the steel pipe at the attaching portion due to the resistance of the ground acting on the tip excavating blade by being pulled up.
4. The excavating blade-attached steel pipe according to claim 3, wherein the tip excavating blade has a lid portion that closes a lower end of the steel pipe, and the blade body is fixed to the lid portion, and the attaching portion includes the lid An excavating blade-attached steel pipe for building a cast-in-place concrete pile with a knot, comprising a pin that protrudes upward from the part and detachably engages with an engaging part provided on the steel pipe.
The posture can be changed between a steel pipe and a state where a part of the steel pipe is attached to one end of the steel pipe and protrudes to the outer peripheral side from the outer peripheral surface of the steel pipe and a state in which the whole is housed on the inner peripheral side of the outer peripheral surface of the steel pipe. A tip excavating blade having a projecting and subtracting blade, and the tip excavating blade is rotatable in the circumferential direction of the steel pipe and is unidirectional from a state in which a part projects to the outer peripheral side of the outer peripheral surface of the steel pipe. Drilling blade-attached steel pipe for construction of a cast-in-place concrete pile with a knot that prevents rotation to a stopper.
¡A cast-in-place concrete pile with a knot that has a cylindrical shape made of mortar, concrete, or cement milk, and has spiral ridges that bite into the ground.