JP2017179756A - Method and device for ground improvement - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a ground improvement method that prevents a harmful displacement of a surrounding ground at a time of ground improvement, along with a ground improvement device used therewith.SOLUTION: With a ground improvement method of the present invention, an excavation blade and an agitation wing are provided on an excavation shaft, and a ground improvement material is discharged into a ground excavated by the excavation blade and agitated with the agitation blade. The ground improvement method includes: a step for securing inner pressure releasing channel in which an inner pressure releasing channel that releases an increased inner pressure in the improved ground toward a ground surface is secured around the excavation shaft, by fluidizing soil around the excavation shaft with a rotation of an inner pressure releasing blade provided on the excavation shaft; a step for releasing inner pressure in which the inner pressure in the improved ground is released toward the ground surface from the inner pressure releasing channel, using the increase in the inner pressure of the improved ground accompanying an increase in a volume caused by the discharging of the ground improvement material; and a step for discharging excavated soil in which excavated soil from the improved ground is discharged on the ground surface using the releasing of the inner pressure of the improved ground.SELECTED DRAWING: Figure 5

Description

  The present invention relates to a ground improvement method for improving ground by mixing ground improvement material into excavated ground and a ground improvement device used therefor.

  Conventionally, for the purpose of strengthening soft ground and purifying contaminated ground, the ground improvement material (solidifying agent, purification agent, etc.) is discharged to the ground excavated while using the ground improvement device. The ground is improved by mixing the soil with soil.

  As a ground improvement device used in this ground improvement work, a grounding blade is attached to a lower end of an excavating shaft extending vertically and a stirring blade body is provided below the excavating shaft (above the excavating blade) and excavated with the excavating blade. A ground improvement device that performs ground improvement by discharging a ground improvement material into the inside and stirring and mixing with a stirring blade is widely known (for example, see Patent Document 1).

JP-A-3-63312

  The total loading pressure that increases as the depth increases in the ground, and when improving the ground, the total loading pressure is injected by injecting the ground improvement material such as solidified slurry into the ground. The internal pressure in the improved ground increases due to the pressure applied by the injection.

  If the influence of this increased internal pressure is released smoothly in the ground direction, it will be discharged to the ground surface as a raised soil. In the improvement construction on the ground having a high N value of the improvement target layer, that is, the hard ground, the influence of the increased internal pressure is smoothly performed as the rising soil as described above, so that the displacement to the surrounding ground hardly occurs.

  However, when the improvement target intermediate layer is soft ground, and there are thick soil layers such as buried soil layer and solidified bed layer with a large specific gravity, smooth soil removal to the ground is hindered. The increased internal pressure is not released.

  If the increased pressure in the ground is not released, the soft ground is pressed by the action of the increased pressure, which may cause harmful displacement.

  In recent years, with the expansion of applications for ground improvement construction, there are cases where improvement construction in close proximity to important existing buildings and earthquake protection construction of existing revetments where cracks due to displacement etc. are likely to occur due to ground improvement, etc. Establishment of technology that has less impact on the surrounding ground is required.

  Therefore, in the present invention according to claim 1, the ground is improved by providing a drilling blade and a stirring blade on the drilling shaft, discharging the ground improvement material into the ground excavated by the drilling blade, and stirring and mixing with the stirring blade. In the improved construction method, the internal pressure release path for releasing the increased internal pressure in the improved ground toward the ground around the excavation shaft by fluidizing the soil around the excavation shaft by rotation of the internal pressure release blade provided on the excavation shaft An internal pressure release path securing process, an internal pressure release process for releasing the internal pressure of the improved ground from the internal pressure release path to the ground using an increase in the internal pressure of the improved ground accompanying an increase in volume due to the discharge of ground improvement material, and an improved ground It was decided to have a drilling soil discharge process that discharges the ground excavated from the improved ground to the ground using the release of the internal pressure of the ground.

  Further, in the present invention according to claim 2, in the present invention according to claim 1, in the internal pressure releasing step, the internal pressure of the improved ground and the internal pressure of the surrounding ground are balanced.

  Moreover, in this invention which concerns on Claim 3, the ground which improves a ground by providing a drilling blade and a stirring blade in a drilling shaft, discharging a ground improvement material into the ground excavated with a drilling blade, and stirring and mixing with a stirring blade In the improved apparatus, the excavation shaft is provided with an internal pressure release blade for releasing the increased internal pressure in the improved ground toward the ground by fluidizing the soil around the excavation shaft.

  In the present invention according to claim 4, in the present invention according to claim 3, the internal pressure release blade has a plate shape extending linearly along the excavation axis.

  Further, in the present invention according to claim 5, in the present invention according to claim 3, the internal pressure release blade has a spiral plate shape extending spirally along the excavation axis.

  Further, in the present invention according to claim 6, in the present invention according to claim 3, the internal pressure release blade has a blade plate shape arranged at intervals along the excavation axis.

  Moreover, in this invention which concerns on Claim 7, in this invention which concerns on any one of the said Claims 3-6, it is double tubular by the inner side axis | shaft and outer side axis | shaft which rotate the said excavation axis | shaft toward a mutually opposing direction. In addition, stirring blades were provided on the inner shaft and the outer shaft, respectively.

  And in this invention, there exists an effect described below.

  That is, in the present invention, the internal pressure for releasing the increased internal pressure in the improved ground toward the ground around the excavation shaft by fluidizing the soil around the excavation shaft by rotating the internal pressure release blade provided on the excavation shaft. Since the release path can be secured, the internal pressure of the improved ground can be released from the internal pressure release path to the ground using the increase in the internal pressure of the improved ground accompanying the increase in volume due to the discharge of the ground improvement material, and the improved ground The excavated soil of the improved ground can be discharged to the ground using the release of the internal pressure. Thereby, it is possible to prevent a harmful displacement from occurring in the surrounding ground when the ground is improved.

Explanatory drawing which shows a ground improvement apparatus. FIG. FIG. Explanatory drawing which shows the shape of an internal pressure release blade. Explanatory drawing which shows the ground improvement method.

  Below, the concrete structure of the ground improvement apparatus which concerns on this invention is demonstrated, referring drawings.

  As shown in FIG. 1, the ground improvement device 1 excavates the ground 2 and improves the strength and properties of the ground 2 by stirring and mixing the excavated soil and the ground improvement material. In this ground improvement device 1, a support column 4 is erected on the front end of a heavy machine 3, and an excavation stirring mechanism 5 is attached to the support column 4 so as to be movable up and down. A ground improvement material supply mechanism 6 is connected to the excavation stirring mechanism 5 via a swivel joint 7. The ground improvement material supply mechanism 6 connects the ground improvement material storage tank 8 and the water tank 9 to the ground improvement material mixing plant 10 and connects the ground improvement material discharge pump 11 to the ground improvement material mixing plant 10 to improve the ground. The material is supplied to the excavation stirring mechanism 5.

  The excavation and agitation mechanism 5 has an elevating support 12 attached to the front side of the support column 4 so as to be movable up and down, a drive 13 attached to the elevating support 12, and a base end of the excavation shaft 14 extended vertically. The excavation blade 15 and the stirring blade 16 are attached in order from the distal end side to the distal end portion (lower end portion) of the excavation shaft 14.

  As shown in FIG. 2, the drive body 13 has a drive motor 19 connected to an inner shaft 17 and an outer shaft 18 constituting the excavation shaft 14 via a reverse transmission 20. A control device 21 composed of a computer is connected to the drive motor 19 and is driven and controlled by the control device 21. The control device 21 controls not only the drive motors 19 and 20 but also each part of the ground improvement device 1.

  As shown in FIGS. 2 and 3, the excavation shaft 14 is formed in a double tubular shape extending vertically by a hollow cylindrical inner shaft 17 and an outer shaft 18 which are coaxially arranged with a rotation center shaft. The excavation shaft 14 has a tip portion of the inner shaft 17 projecting downward from a tip portion of the outer shaft 18. The inner shaft 17 or the outer shaft 18 rotates in a relatively opposite direction by the action of the reverse transmission 20 by driving the drive motor 19.

  The excavation shaft 14 is provided with two plate-shaped internal pressure release blades A that extend in a straight line on the outer peripheral surface (here, the outer peripheral surface of the outer shaft 18). Here, the inner pressure release blade A shown in FIG. 4A is not limited to a plate shape extending linearly along the excavation shaft 14, and the outer peripheral surface of the excavation shaft 14 is radially outward. It is only necessary that the soil around the excavation shaft 14, which protrudes toward the excavation with the excavation blade 15, can flow (move). For example, an internal pressure release blade B shown in FIG. And may be formed in a spiral plate shape that extends spirally upward in the circumferential direction, and in the vertical direction and the circumferential direction along the excavation shaft 14 as in the internal pressure release blade C shown in FIG. It is good also as the blade-plate shape arrange | positioned at intervals, and you may provide in an inclined shape toward the upper direction.

  The excavating blade 15 is attached to the outer peripheral surface of the tip end portion of the inner shaft 17 with two flat excavating blade bodies 22 radially outward with an interval of 180 degrees in the circumferential direction. A plurality of excavation bits 23 are attached to the lower portion of the body 22 at intervals. The excavation blade 15 excavates the ground 2 with the excavation bit 23 as the excavation blades 22 and 22 rotate with the rotation of the inner shaft 17.

  The stirring blade 16 includes an innermost stirring blade 24, an inner stirring blade 25 disposed on the outer peripheral side thereof, and an outer stirring blade 26 disposed on the outer peripheral side thereof.

  The innermost agitating blade 24 is radially attached to the outer peripheral surface of the outer shaft 18 with two flat innermost agitating blade bodies 27 spaced 180 degrees apart in the circumferential direction. ing.

  The inner agitating blade 25 has a plurality of (in this case, two) inner agitating blade bodies 28 radially attached to the distal end portion of the inner shaft 17 at an interval of 180 degrees in the circumferential direction. Yes. Each inner stirring blade body 28 has an inner stirring blade upper piece 29 extending in an inclined manner toward the outer lower part, an inner stirring blade intermediate piece 30 extending vertically downward, and an outer upper part. The inner stirring blade lower piece 31 extending in an inclined shape is formed in a substantially U shape in a side view in which a midway portion is bulged outward. Each inner stirring blade body 28 has an inner stirring blade lower piece 31 attached to the tip end side of the inner shaft 17, an inner stirring blade upper piece 29 attached to the annular body 32, and the annular body 32 on the outer peripheral surface of the outer shaft 18. It is loosely fitted freely. In addition, each inner stirring blade body 28 has stirring pieces 33, 34, 35 attached to the upper part of the inner stirring blade upper part 29 and the inner part and outer part of the inner stirring blade middle part 30, and the inner stirring blade middle part piece. A connecting piece 36 is attached between 30 and the inner shaft 17.

  The outer agitating blade 26 has a plurality (three in this case) of outer agitating blade bodies 37 radially attached to the tip of the outer shaft 18 at intervals of 120 degrees in the circumferential direction. Yes. Each outer stirring blade body 37 has an outer stirring blade upper piece 38 extending in an inclined manner toward the outer lower portion, an outer stirring blade middle piece 39 extending vertically downward, and an outer upper portion. The outer stirring blade lower piece 40 extending in an inclined shape is formed in a substantially U shape in a side view in which a midway portion is bulged outward. Each outer stirring blade body 37 has an outer stirring blade upper piece 38 attached to the tip end side of the outer shaft 18, an outer stirring blade lower piece 40 attached to the annular body 41, and the annular body 41 on the outer peripheral surface of the inner shaft 17. It is loosely fitted freely. Each outer stirring blade body 37 has stirring pieces 42 and 43 attached to the lower portion of the outer stirring blade upper piece 38 and the inner portion of the outer stirring blade middle piece 39.

  The stirring blade 16 is configured as described above, and the inner stirring blade 25 rotates at a predetermined rotation speed in a predetermined rotation direction as the inner shaft 17 rotates, and as the outer shaft 18 rotates. The innermost stirring blade 24 and the outer stirring blade 26 rotate in a predetermined rotation direction (a direction opposite to the inner stirring blade 25) at a predetermined rotation speed.

  The stirring blade 16 is formed with a ground improvement material discharge port for injecting a ground improvement material toward the soil excavated in the ground 2. A ground improvement material supply mechanism 6 is connected to the ground improvement material discharge port. The ground improvement material discharge port is not particularly limited as long as the ground improvement material can be discharged inside the ground 2, and the position thereof is not specified. Midway piece 30) and lower part (inner stirring blade lower piece 31), upper part of outer stirring blade 26 (outer stirring blade upper piece 38), middle part (outer stirring blade middle piece 39) and lower part (outer stirring blade lower part) It is suitably formed on the piece 40). The ground improvement material discharge port may be formed in the excavation shaft 14, the excavation blade 15, or the like.

  The ground improvement device 1 is configured as described above, and the drive motors 19 and 20 are controlled by the control device 21 and the ground improvement material supply mechanism 6 is controlled to excavate the ground 2. Then, the ground improvement material is injected toward the excavated soil, and the soil and the ground improvement material are stirred and mixed to improve the ground 2.

  At that time, in the ground improvement device 1, the excavation shaft 14 is formed into a double tubular shape with the inner shaft 17 and the outer shaft 18 rotating in opposite directions, and the inner shaft 17 and the outer shaft 18 are stirred. Since the blades 16 (the inner stirring blade 25 and the outer stirring blade 26) are provided, the inner stirring blade 25 and the outer stirring blade 26 rotate in the opposite directions, so that the soil is stirred. As a result, as the agitation operation, the operation of taking the excavated soil into the agitating blade is performed, so there is little risk of expelling the excavated soil to the surrounding ground in the improved zone, and high-quality construction is possible at low speed rotation. It is a construction method with little displacement due to improved construction.

  The applicant has experienced a lot of ground improvement work so far, among which the inventor based on various knowledge, the main factors of displacement generation are the excavation shaft 14, excavation blade 15, stirring in the ground Disintegration displacement of the surrounding ground due to the penetration of the excavating and stirring mechanism 5 such as the blade 16 and forcibly injecting the ground improvement material, and the centrifugal displacement generated by the rotating operation of the stirring blade 16 Considering that it is a pressing displacement due to force, the present invention has been made to prevent this collapse displacement and pressing displacement.

  Regarding the collapse displacement of the surrounding ground accompanying the increase of the internal pressure in the ground caused by the penetration of the excavation and stirring mechanism 5 and the forced improvement of the ground improvement material into the ground, the increasing internal pressure is constantly released, in other words, the surroundings If a balanced state between the ground pressure (= overall pressure) and the improved ground pressure is maintained, naturally no collapse displacement to the surrounding ground occurs.

  In addition, with respect to the pressure displacement due to the centrifugal force generated by the rotation operation of the stirring blade 16, if the stirring blade 16 that does not generate the centrifugal force is used, naturally the pressure displacement to the surrounding ground hardly occurs.

  Therefore, in the present invention, the excavation blade 15 and the stirring blade 16 are provided on the excavation shaft 14, and the ground is improved by discharging the ground improvement material into the ground excavated by the excavation blade 15 and stirring and mixing with the stirring blade 16. In the improved construction method, by increasing the internal pressure release blade A (B, C) provided on the excavating shaft 14, the soil around the excavating shaft 14 is fluidized to increase the internal pressure in the improved ground around the excavating shaft 14. The internal pressure of the improved ground from the internal pressure release path to the ground by using the internal pressure release path securing process to secure the internal pressure release path to release toward the ground and the increase in the internal pressure of the improved ground due to the volume increase due to the discharge of ground improvement material An internal pressure releasing process for releasing and an excavating soil discharging process for discharging the excavated soil of the improved ground to the ground using the release of the internal pressure of the improved ground are performed. In addition, these processes are not performed separately temporally, but are performed substantially simultaneously. In the internal pressure release process, it is desirable that the internal pressure of the improved ground is balanced with the internal pressure of the surrounding ground.

  In this way, the soil around the excavation shaft is always disturbed and fluidized during soil improvement work so that it does not become clogged (internal pressure release path securing process), and the release direction of the increased internal pressure in the ground is changed. By forcibly urging to the ground (internal pressure release process) and discharging part of the excavated soil to the ground as a result of the release (excavated soil discharge process), the increasing internal pressure can be continuously released to the ground. . In other words, it is possible to maintain a balanced state between the pressure in the surrounding ground and the pressure in the improved ground, and inevitably, no pressure is generated around the improved range, and the occurrence of harmful displacement can be prevented.

  As shown in FIG. 5, during the ground improvement work, the excavated soil gradually rises from the periphery of the penetrating excavation shaft 14 and forms a pile of soil just above the excavation hole. This movement is due to the fact that the internal pressure release blade A (B, C) rotates together with the excavating shaft 14 in order to mix and agitate, so that the soil around the excavating shaft 14 is disturbed and fluidized. This is because the periphery of the excavation shaft 14 is most likely to rise as compared to the earth and sand near the outer periphery of the excavation hole that is not in contact with the excavation shaft 14.

  On the other hand, when the internal pressure release blade A (B, C) is not provided on the excavation shaft 14, the middle layer to be improved is a soft ground and a soil layer such as a buried layer or a solidified layer with a large specific gravity is covered on the ground surface. If it exists like this, it will cause harmful displacement by pressing the soft ground so that the balloons inflate, and the situation of the rising soil on the ground is almost different from the rising situation of FIG. It will not rise, or the whole improvement area will rise slightly. The nature of the soil around the excavation shaft in such improved construction is not fluidized or mud, but is blocked or stagnated.

  In the present invention, the internal pressure release blade A (B, C) is attached to the excavation shaft 14, and the fluidization and mud state can be constantly maintained by disturbing the periphery of the excavation shaft 14, so that the balloon in a high pressure state The increased internal pressure due to the injection of ground improvement material can be released to the ground so as to make a hole.

  In the present invention, as the amount of soil discharged to the ground, only the amount of soil that is in a balanced state between the pressure in the surrounding ground and the pressure in the improved ground is discharged using the increasing internal pressure. Unlike soil removal technology, etc., there will be no inconvenience such as displacement of soil drawn into the improved area due to excessive soil removal.

  Furthermore, in the present invention, if the internal pressure release path is secured, the increasing internal pressure can be continuously released, in other words, the balance between the surrounding ground pressure and the improved ground pressure can be maintained, It is possible to deal with ground where various soils are in different layers.

  In particular, in the ground improvement device 1, the stirring blade 16 has a shape in which the stirring blade 16 extends in the vertical direction and the middle portion bulges outward. There is no whisper. In addition, since the inner agitating blade 25 and the outer agitating blade 26 perform reverse rotation relatively, no centrifugal force is generated due to the rotation operation generated in each, and the outer peripheral ground is not pressed. As a result, by using this relative stirring blade, pressure displacement due to the centrifugal force accompanying the rotational operation of the stirring blade 16 is prevented, and by performing the above construction method, the ground improvement material can be forcibly injected. The collapse displacement of the surrounding ground accompanying the increase in the internal pressure which generate | occur | produces in the ground can be prevented.

  In addition, in ground improvement construction, penetration discharge construction in which ground improvement material is injected when penetrating agitation mechanism 5 such as excavation shaft 14, excavation blade 15 and stirring blade 16 penetrates into the ground, and excavation agitation from the ground after penetration Although there is a drawing and discharging construction in which a ground improvement material is injected when the mechanism 5 is pulled out, the present invention is not limited to any one.

  Further, the present invention is not limited to the shape of the internal pressure release blade, as long as the soil around the excavation shaft 14 can be fluidized (if it has an internal pressure release action), the internal pressure release blade is not limited. A, B, and C have the following characteristics.

  Since the internal pressure release blade A has a plate shape that extends vertically along the excavation shaft 14, the diameter of the circular track is forcibly expanded and contracted in the horizontal direction of the excavation shaft 14, so that the soil around the excavation shaft As a result, the disturbance degree and fluidization range around the excavating shaft 14 are increased, and the mud is stably mud and the internal pressure release path is secured.

  Further, since the internal pressure release blade B has a spiral plate shape that extends spirally along the excavation shaft 14, the diameter of the circular track is forcibly expanded and contracted in the extending direction of the excavation shaft 14. The amount of movement of the surrounding soil is increased, thereby increasing the disturbance degree and the fluidization range around the excavating shaft 14, and the mud is stably mud and the internal pressure release path is secured. Moreover, in order to perform the operation of lifting the earth and sand loaded on the spiral plate in the upward direction according to the rotation direction of the excavation shaft 14, in addition to the increased internal pressure due to the injection of the ground improvement material, the mechanical lift upward by the spiral plate is performed. Combined with the earth effect, the internal pressure release effect is improved, and displacement is further reduced. In addition, if the spiral diameter is larger than necessary, the mechanical earthing effect will be exerted greatly, the soil exceeding the internal pressure release will be discharged, it will be retracted displacement instead of pressing displacement, adversely affecting nearby structures For this reason, a spiral plate having a width of about 3 to 10 cm as a width from the excavation shaft is appropriate. In addition, if the rotation speed of the excavating shaft 14 is increased more than necessary, the mechanical earthing effect is greatly promoted in this case as well, so the internal pressure release path is secured at a low rotation speed of approximately 5 to 10 rpm. Is appropriate.

  Further, in the internal pressure release blade C, since it is in the shape of a blade plate arranged at intervals along the excavation axis, it becomes a combination of a vertical plate and a spiral plate, while performing an elliptical orbit, and in the axial extension direction, Since the diameter is expanded and contracted, and the amount of movement of the soil around the excavation shaft increases, the disturbance degree and fluidization range around the excavation shaft 14 increase, and the internal pressure release path is secured.

  As described above, in the present invention, in the ground improvement process, the internal pressure release path securing process, the internal pressure release process, and the excavated soil discharge process are provided, and excavation is performed according to the increased internal pressure in the improved body due to the discharge of the ground improvement material. By discharging a part of the excavated soil to the ground through the internal pressure release path around the shaft 14, the pressure in the improved ground is always in balance with the pressure in the surrounding ground, and there is no pressure around the improved range. The occurrence of displacement can be suppressed.

  In addition, since the excavated soil is discharged only in accordance with the increased internal pressure, the soil volume in the ground is reduced due to excessive excavated soil discharge because the soil is not discharged more than necessary such as forced soil discharge. Therefore, there will be no inconvenience such as pull-in displacement that draws soil into the improved area.

  As a result, smooth soil removal is impeded even in the improvement work on the ground where the middle layer to be improved is soft ground and soil layers such as buried and solidified ground layers with large specific gravity are thick on the surface. Instead, it was released to the ground along the axis of rotation and maintained in a state that was balanced with the total loading pressure, thereby making it possible to suppress harmful displacement to the surrounding ground.

  This makes it possible to improve the ground without any harmful displacement even when it is improved in close proximity to important existing buildings, or when earthquake-proofing the existing revetment that is prone to cracks due to displacement, etc. It can be performed.

DESCRIPTION OF SYMBOLS 1 Ground improvement apparatus 2 Ground 3 Heavy machine 4 Strut 5 Excavation stirring mechanism 6 Ground improvement material supply mechanism 7 Swivel joint 8 Ground improvement material storage tank 9 Water tank 10 Ground improvement material mixing plant
11 Ground improvement material discharge pump 12 Lifting support
13 Drive 14 Drilling shaft
15 Excavation blade 16 Mixing blade
17 Inner shaft 18 Outer shaft
19,20 Drive motor 21 Controller
22 Drilling wing body 23 Drilling bit
24 Inner stirring blade 25 Inner stirring blade
26 Outer stirring blade 27 Innermost stirring blade body
28 Inner stirring blade body 29 Inner stirring blade upper piece
30 Middle part of inner stirring blade 31 Lower part of inner stirring blade
32 Annulus 33, 34, 35 Stirring piece
36 Connecting piece 37 Outer stirring blade
38 Outer stirring blade upper piece 39 Outer stirring blade middle piece
40 Outer stirring blade lower piece 41 Ring
42,43 Stirring piece

Claims (7)

In the ground improvement method to improve the ground by providing a drilling blade and stirring blade on the drilling shaft, discharging the ground improvement material into the ground excavated with the drilling blade, and stirring and mixing with the stirring blade,
Internal pressure that secures an internal pressure release path to release the increased internal pressure in the improved ground toward the ground around the excavation shaft by fluidizing the soil around the excavation shaft by rotation of the internal pressure release blade provided on the excavation shaft A release path securing process;
An internal pressure release process for releasing the internal pressure of the improved ground from the internal pressure release path to the ground using an increase in the internal pressure of the improved ground accompanying the increase in volume due to the discharge of the ground improvement material;
Excavation soil discharge process for discharging the excavated soil of the improved ground to the ground using the release of the internal pressure of the improved ground,
The ground improvement construction method characterized by having.   2. The ground improvement method according to claim 1, wherein in the internal pressure releasing step, the internal pressure of the improved ground is balanced with the internal pressure of the surrounding ground. In the ground improvement device that provides the excavation blade and the stirring blade on the excavation shaft, discharges the ground improvement material into the ground excavated with the excavation blade, and stirs and mixes with the stirring blade,
A ground improvement device provided with an internal pressure release blade on an excavation shaft for releasing the increased internal pressure in the improved ground toward the ground by fluidizing the soil around the excavation shaft.   The ground improvement device according to claim 3, wherein the internal pressure release blade has a plate shape extending in a vertical line along the excavation axis.   The ground improvement device according to claim 3, wherein the internal pressure release blade has a spiral plate shape extending spirally along the excavation axis.   4. The ground improvement device according to claim 3, wherein the internal pressure release blade has a blade shape arranged at intervals along the excavation axis.   The said excavation shaft is formed in a double tubular shape with an inner shaft and an outer shaft rotating in opposite directions, and a stirring blade is provided on each of the inner shaft and the outer shaft. The ground improvement apparatus in any one of 6.

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