KR101667647B1 - Double auger device for improving ground, and improvement method of ground and construction method for enhancing horizontal bearing capacity of pile using the same - Google Patents
Double auger device for improving ground, and improvement method of ground and construction method for enhancing horizontal bearing capacity of pile using the same Download PDFInfo
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- KR101667647B1 KR101667647B1 KR1020160048231A KR20160048231A KR101667647B1 KR 101667647 B1 KR101667647 B1 KR 101667647B1 KR 1020160048231 A KR1020160048231 A KR 1020160048231A KR 20160048231 A KR20160048231 A KR 20160048231A KR 101667647 B1 KR101667647 B1 KR 101667647B1
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- auger
- rod
- outer rod
- ground
- injecting
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
- E02D3/126—Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0038—Production methods using an auger, i.e. continuous flight type
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The present invention relates to a ground improvement device for improving soft ground by mixing a hardening material with a soft ground, comprising: an outer auger; An outer rod connected to the outer auger and having a hollow at its center; An outer auger coupled to a lower outer surface of the outer rod, the outer auger including a screw type vane and a plurality of bits coupled to an end of the screw type vane; A plurality of outer stirring vanes coupled to an outer surface of the outer rod; At least one outer hardening material inlet disposed in the outer rod for injecting a hardening material; An inner auger provided inside the outer auger; An inner rod connected to the inner auger and inserted into the hollow of the outer rod to move up and down; An inner auger coupled to a lower portion of the inner rod, the inner auger including a screw type vane and a plurality of bits coupled to an end of the screw type vane; A plurality of inner stirring vanes coupled to an outer surface of the inner rod; And at least one inner hardening material inlet pipe provided in the inner rod for injecting a hardening material, wherein the depth of the improvement of the soft ground by the outer rod and the inner rod is varied to improve the soft ground efficiently and economically And a swivel (SWIVEL) provided between the outer auger and the outer rod to smoothly inject the hardening material into the outer rod rotating through the swivel. And a method of constructing a pile for increasing horizontal support force.
By using the present invention, it is possible to vary the depth of the improvement of the soft ground by the outer and inner rods by using the double auger ground improvement apparatus including the outer auger and the inner auger, It is possible to sufficiently improve all of the modified portions by the inner rod and to widen the upper portion and to provide the effect of increasing the horizontal and vertical supporting force of the soft ground efficiently and economically.
Description
This embodiment improves both the outer side and the inner side by using the double auger ground improvement device, the ground improvement method using the same, and the pile construction method of increasing the horizontal supporting force, that is, the double auger with the outer auger and inner auger, A double auger ground improvement apparatus, a ground improvement method using the same, and a pile construction method for increasing a horizontal support force.
If the ground is a soft ground when constructing structures such as buildings, bridges, etc., it may be necessary to improve the soft ground to secure the support for supporting the structure, to install the pile on the soft ground, or to improve the soft ground, Respectively.
However, in the above-mentioned prior arts, the upper and lower portions are formed to have the same diameter, and the upper portion where the large vertical load and the large bending moment act is weak. Therefore, in order to solve this problem, when the number of ground improvement devices is increased or the perforation hole is enlarged to increase the cross-sectional area of the ground improvement device, the number of ground improvement is increased and the amount of cement injected is increased, There is a problem that the cost of construction increases.
Korean Patent No. 10-1299210 discloses "a ground tool for pile upgrading" and Korean Patent Laid-Open No. 10-2014-0050524, A method for constructing an improved body and a pile " These prior arts have attempted to improve a bearing capacity by forming a ground remover having a larger diameter at the top and installing a pile at the center of the ground remover.
However, in the above-mentioned conventional techniques, the diameter-enlarging blade may not work properly by mechanically configuring the diameter-setting bits so that the diameter-enlarging blade is folded or unfolded in accordance with the forward and reverse rotation of the cloth tool, A sufficient space for inserting a pile can not be ensured when inserting a pile, which makes it difficult to join a pure fixing material (hardened material) to a pile. there was.
In order to solve the above-mentioned problems, the present invention uses a double auger ground improvement device including an outer auger and an inner auger so that the depth of improvement of the soft ground by the outer and inner rods is different A double auger ground improvement device which can improve both the outer and inner improved parts by a sufficient amount and can improve the upper part in a wider range and thereby increase the horizontal and vertical support force of the soft ground effectively and economically, And a method of constructing a pile for enhancing the horizontal support force.
Also, a double auger ground improvement device capable of easily inserting a pile and easily injecting a hardened material to be coupled to a pile by securing a pile inserting space by coupling a lower outer rod to a lower end of the outer rod, And to provide a pile construction method for increasing the horizontal support force.
A connection hose having a swivel (SWIVEL) composed of an outer ring formed with a through hole and an inner ring formed with a through hole is provided between the outer auger and the outer rod, and the connection hole connects the through hole and the outer hardening material inlet, A double auger ground improvement device for injecting a hardened material through an outer hardening material inlet pipe through a through hole and a connecting hose so as to smoothly and easily inject the hardened material into an outer hardening material inlet pipe provided in an outer rod rotating through a swivel, And to provide a pile construction method for increasing the horizontal support force.
In addition, by forming a circular groove in a circumferential direction on the inner side or the outer side of the outer ring at the position where the through-hole of the outer ring is formed, the hardened material flowing into the through hole of the outer ring flows into the circular groove, The present invention provides a double auger ground improvement apparatus which is flowed by a connecting hose so that a hardening material is injected smoothly, a ground improvement method using the same, and a method of constructing a pile of a horizontal supporting force.
Further, the T-shaped incised portion is formed on the lower side of the swivel, the protruding portion is provided on the upper side of the outer rod, and the protruding portion of the outer rod is inserted into the T-shaped incised portion of the swivel, We propose a double auger ground improvement apparatus which does not easily separate swivel and outer rods during construction, and ground improvement method and horizontal load increasing method.
Further, the ground improvement by the inner rod within the depth where the outer rod is inserted is reduced to less than 1/2 of the amount of the hardening material, thereby reducing the amount of the hardening material used. Soil Improvement Method and Horizontal Bearing Capacity Improvement Pile Construction Method.
The apparatus for improving a double auger according to an embodiment of the present invention is a device for improving a soft ground by mixing a hardening material with a soft ground, comprising: an outer auger; An outer rod connected to the outer auger and having a hollow at its center; An outer auger coupled to a lower outer surface of the outer rod, the outer auger including a screw type vane and a plurality of bits coupled to an end of the screw type vane; A plurality of outer stirring vanes coupled to an outer surface of the outer rod; At least one outer hardening material inlet disposed in the outer rod for injecting a hardening material; An inner auger provided inside the outer auger; An inner rod connected to the inner auger and inserted into the hollow of the outer rod to move up and down; An inner auger coupled to a lower portion of the inner rod, the inner auger including a screw type vane and a plurality of bits coupled to an end of the screw type vane; A plurality of inner stirring vanes coupled to an outer surface of the inner rod; And at least one inner hardening material inlet pipe provided in the inner rod for injecting a hardening material, wherein the soft ground is improved efficiently and economically by varying the depth of improvement of the soft ground by the outer rod and the inner rod , And a swivel (SWIVEL) provided between the outer auger and the outer rod to smoothly inject the hardening material into the outer rod rotating through the swivel.
The outer rod may further include a lower outer rod coupled to a lower end of the outer rod, wherein the diameter of the lower outer rod is the same as the outer rod.
Also, the connection between the swivel and the outer rod may be such that the protrusion provided on the upper side of the outer rod is inserted into the vertical cut-out portion of the T-shaped cut portion formed on the lower side of the swivel, And a horizontal cut-out portion of the cut-out portion.
The swivel may further include an outer ring connected to and fixed to a leader of the double augmented ground improvement device; And an inner ring inserted and rotating inside the outer ring, wherein the injection of the settling material into the outer hardening receiving channel comprises a through hole passing through the outer ring, a through hole communicating with the through hole and passing through the body of the inner ring And one or more through holes communicating with the lower outer side through the connection hose connecting the through holes and the outer hardening inlet.
Also, the connection between the connection hose and the outer hardening receiving pipe may be detachable, and may be detachable together with the outer rod attached to and detached from the swivel.
In addition, a circular groove is formed in a circumferential direction at a position where the through hole is formed on the inner side of the outer ring or the outer ring, so that the set material flowing into the through hole flows into the circular groove, To the connecting hose.
The ground improvement method or the horizontal support force pile construction method using the double auger ground improvement apparatus according to an example of the present invention may include a first step of mounting the double auger ground improvement apparatus on the soft ground; A second step of inserting the outer rod and the inner rod by forward rotation of the outer auger and the inner auger without injecting water or injecting the hardening material or injecting the hardening material without injecting water; Three steps of stirring the soft ground by reciprocating the inner rod vertically or reversely while reciprocating the inner auger without injecting or injecting the hardened material; A fourth step of stirring the soft ground by reciprocating the outer rod vertically or reversely while rotating the outer auger without injecting or injecting the hardened material; And the inner auger is rotated in the reverse direction to draw the lower end portion of the inner rod to the lower end portion of the outer rod, and then the outer rod and the inner rod are reciprocated up and down while rotating the reverse side auger And 5) a step of stirring the soft ground and withdrawing the soft ground.
In addition, the method may further include a sixth step of inserting piles into the improved soft ground after step 5.
Further, in the ground improvement by the inner rod, the amount of the hardening material used in the portion into which the outer rod is inserted is within 1/2 of the amount of the hardening material used in the lower portion.
In addition, the method for constructing a horizontal support force pile using the double auger ground improvement apparatus according to another exemplary embodiment of the present invention includes the steps of: (1) placing the double auger ground improvement apparatus on the soft foundation; Two steps of inserting the lower outer rod and the outer rod and the inner rod while rotating the outer auger and the inner auger in a normal direction without injecting or injecting water; A third step of covering the inner side of the lower outer rod and the outer rod while withdrawing the inner rod while rotating the inner auger forward or reverse; Inserting a pile into the clay space; 5) injecting the hardening material into the perimeter space of the inserted pile; And rotating the outer rod and the lower outer rod vertically while vertically rotating or reversely rotating the outer auger without injecting or injecting the hardened material to stir the soft ground and then draw it out .
By using the present invention, it is possible to vary the depth of the improvement of the soft ground by the outer and inner rods by using the double auger ground improvement apparatus including the outer auger and the inner auger, It is possible to sufficiently improve all of the modified portions by the inner rod and to widen the upper portion and to provide the effect of increasing the horizontal and vertical supporting force of the soft ground efficiently and economically.
Further, the pile can be easily inserted by inserting the lower outer rod into the lower end of the outer rod to secure the pile insertion space, and the hardening material can be easily injected to be well coupled with the pile .
A connection hose having a swivel (SWIVEL) composed of an outer ring formed with a through hole and an inner ring formed with a through hole is provided between the outer auger and the outer rod, and the connection hole connects the through hole and the outer hardening material inlet, The through hole, and the connection hose to inject the set material into the outside hardening material inlet pipe, it is possible to smoothly and easily inject the set material into the outside hardening material inlet pipe provided in the outer rod that rotates the set material through the swivel .
In addition, by forming a circular groove in the circumferential direction inside or outside the outer ring at the position where the through-hole of the outer ring is formed, the settling material introduced into the through-hole of the outer ring flows into the circular groove, So that the injection of the hardened material can provide a smooth effect.
Further, the T-shaped incised portion is formed on the lower side of the swivel, the protruding portion is provided on the upper side of the outer rod, and the protruding portion of the outer rod is inserted into the T-shaped incised portion of the swivel, It is possible to provide an effect that the swivel and the outer rod are not easily separated during construction.
Further, the ground improvement by the inner rod within the depth where the outer rod is inserted is less than 1/2 of the amount of the hardening material than the lower portion, thereby reducing the amount of the hardening material used and providing an economical and environmentally friendly effect.
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a view showing a state in which a ground is improved using a double auger ground improvement device according to an example of the present invention;
Fig. 2 is an enlarged view of the double auger ground improvement device of Fig. 1. Fig.
Fig. 3 is an enlarged view showing the outer auger and the outer rod portion of the double auger ground improvement device of Fig. 1. Fig.
4 is a partially cutaway perspective view showing the swivel of FIG. 3 in an enlarged manner.
Fig. 5 is a view showing a state in which a hardening material is injected into an outer rod rotating through the swivel of Fig. 3. Fig.
Fig. 6 is an exploded perspective view showing a state in which a circular groove is formed in the outer ring of the swivel of Fig. 3;
7 is a flowchart showing a soil improvement method using a double auger ground improvement apparatus and a method for constructing a horizontal support force increase pile according to an example of the present invention.
8 is a flowchart showing another example of the present invention, that is, a ground improvement method using a double auger ground improvement device in which a lower outer rod is coupled to a lower end of an outer rod, and a method of constructing a horizontal support force increasing pile.
Hereinafter, some embodiments of the present invention will be described in detail with reference to exemplary drawings. In the drawings, like reference numerals are used to refer to like elements throughout the drawings, even if they are shown in different drawings. In the following description of the embodiments of the present invention, a detailed description of known functions and configurations incorporated herein will be omitted when it may make the difference that the embodiments of the present invention are not conclusive.
In describing the components of the embodiment of the present invention, terms such as first, second, A, B, (a), and (b) may be used. These terms are intended to distinguish the constituent elements from other constituent elements, and the terms do not limit the nature, order or order of the constituent elements. When a component is described as being "connected", "coupled", or "connected" to another component, the component may be directly connected or connected to the other component, May be "connected "," coupled "or" connected ".
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the construction of a double auger ground improvement apparatus according to an exemplary embodiment of the present invention will be described in detail with reference to the drawings.
1 and 2, the double auger machine augmenting apparatus according to an embodiment of the present invention includes an
The auger is a tool for drilling the ground to form a perforation hole. In the present invention, the
An outer rod (23) is connected to the lower side of the outer auger (21). That is, the
The
A plurality of outer stirring
When the outer stirring
The outer hardening re-entrainment pipe (29) is a pipe for injecting the hardening material (2) by having at least one of the outer rods (23). The outer
3, the
At this time, the
4, the
6, a
The lower
An
The modified depth of the soft ground 1 by the
Hereinafter, a ground improvement method using a double auger ground improvement apparatus and a method of constructing a horizontal support force elevating pile according to an exemplary embodiment of the present invention will be described in detail with reference to the drawings. On the other hand, the construction of the double auger ground improvement apparatus is described above.
Referring to FIG. 7, the soil improvement method and the horizontal load increasing pile construction method using the double auger ground improvement apparatus according to an embodiment of the present invention are characterized by including a first stage for mounting the double auger
In the first step of mounting the double auger
The second step of inserting the
The third step of oscillating the soft ground 1 by reciprocating the
The fourth step of oscillating the soft ground 1 by reciprocating the
The fifth step of reciprocating the outer and
The step 6 of inserting the pile 3 is a step of inserting the pile 3 into the improved soft ground 1 and inserting the pile 3 at the center of the improved soft ground 1 to increase the load . In this case, the pile (3) mainly occupies a large vertical supporting force, and the expanded expanding body on the upper side increases the horizontal supporting force, thereby securing the horizontal supporting force without increasing the number of the piles (3) or increasing the sectional area. This step can be omitted.
8, the soil improvement method using the double auger ground improvement apparatus and the horizontal load increasing pile construction method are the same as those of the double auger ground improvement apparatus (refer to FIG. 8) in which the lower
The first step of mounting the double auger
The second step of inserting the lower
The third step of disposing the inner bottom of the lower
The
Step 5 of injecting the
The sixth step of withdrawing the soft ground 1 after agitating the soft ground 1 is carried out by rotating the
While the present invention has been described in connection with what is presently considered to be the most practical and preferred embodiment, it is to be understood that the invention is not limited to the disclosed embodiments. That is, within the scope of the present invention, all of the constituent elements may be constituted or operated selectively in combination with one or more. Furthermore, the terms "comprises", "comprising", or "having" described above mean that a component can be implanted unless otherwise specifically stated, But should be construed as including other elements. All terms, including technical and scientific terms, have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, unless otherwise defined. Commonly used terms, such as predefined terms, should be interpreted to be consistent with the contextual meanings of the related art, and are not to be construed as ideal or overly formal, unless expressly defined to the contrary.
The foregoing description is merely illustrative of the technical idea of the present invention, and various changes and modifications may be made by those skilled in the art without departing from the essential characteristics of the present invention. Therefore, the embodiments disclosed in the present invention are intended to illustrate rather than limit the scope of the present invention, and the scope of the technical idea of the present invention is not limited by these embodiments. The scope of protection of the present invention should be construed according to the following claims, and all technical ideas within the scope of equivalents should be construed as falling within the scope of the present invention.
1: Soft ground
2: hardened material
3: Stake
10: Double auger ground improvement device
11: Leader
21: Outer auger
23: outer load
231: protrusion
235: Lower outer rod
25: outer auger head
251: Screw type blade
253: bit
27: outer stirring blade
29: External hardening
31: Inner auger
33: Inner rod
35: inner auger head
351: Screw-type wing
353: bit
37: inner stirring blade
50: Swivel
51: outer ring
511: Through-hole
53: Inner ring
531: Through ball
533: T-shaped incision
55: Circular groove
60: Connection hose
Claims (10)
Outer auger;
An outer rod connected to the outer auger and having a hollow at its center;
An outer auger coupled to a lower outer surface of the outer rod, the outer auger including a screw type vane and a plurality of bits coupled to an end of the screw type vane;
A plurality of outer stirring vanes coupled to an outer surface of the outer rod;
At least one outer hardening material inlet disposed in the outer rod for injecting a hardening material;
An inner auger provided inside the outer auger;
An inner rod connected to the inner auger and inserted into the hollow of the outer rod to move up and down;
An inner auger coupled to a lower portion of the inner rod, the inner auger including a screw type vane and a plurality of bits coupled to an end of the screw type vane;
A plurality of inner stirring vanes coupled to an outer surface of the inner rod; And
And at least one inner hardening material inlet pipe provided at the inner rod for injecting the hardening material,
The soft ground can be efficiently and economically improved by varying the depth of the improvement of the soft ground by the outer rod and the inner rod,
And a swivel (SWIVEL) provided between the outer auger and the outer rod to smoothly inject the hardening material into the outer rod rotating through the swivel,
The swivel,
An outer ring connected to and fixed to a leader of the ground improvement device; And
And an inner ring inserted and rotated inside the outer ring,
Wherein the curing material injection into the outer curing re-entrainment tube comprises a through-hole penetrating the outer ring, at least one through-hole connected to the through-hole and communicating with the lower outer side after passing through the body of the inner ring, Wherein the main hose is connected through a connection hose connecting the reentry pipe.
And a lower outer rod coupled to a lower end of the outer rod,
Wherein the lower outer rod has the same diameter as the outer rod.
The swivel and the outer rod are connected to each other by a protruding portion provided on an upper side of the outer rod in a T-shaped cut portion formed on a lower side of the swivel, inserted into a vertical cut portion of the T-shaped cut portion, And is placed in a horizontal cutting section.
Wherein the connection between the connection hose and the outer hardening receiving pipe is detachable and removable together with the outer rod attached to and detached from the swivel.
Wherein a circular groove is formed in a circumferential direction at a position where the through hole is formed on the inner side of the outer ring or on the outer side of the inner ring,
Wherein the settling material introduced into the through hole flows into the circular groove and then flows out through the at least one through hole into the connecting hose.
A step (a) of mounting the double auger soil improvement apparatus on the soft ground;
A second step of inserting the outer rod and the inner rod by forward rotation of the outer auger and the inner auger without injecting water or injecting the hardening material or injecting the hardening material without injecting water;
The inner side of the inner auger is rotated forward or backward while the inner side auger is not injected or injected, and the inner rod is reciprocated up and down to stir the soft ground;
A fourth step of stirring the soft ground by reciprocating the outer rod vertically or reversely while rotating the outer auger without injecting or injecting the hardened material; And
The inner auger is rotated in the reverse direction to draw the lower end portion of the inner rod to the lower end portion of the outer rod and then the outer rod and the inner rod are reciprocated up and down while rotating the normal direction or the reverse direction, And a fifth step of withdrawing the soil after agitating the soil.
And a sixth step of inserting a pile into the improved soft ground after step 5.
Wherein the amount of the hardening material used in the portion where the outer rod is inserted in the ground improvement by the inner rod is within 1/2 of the amount of the hardening material used in the lower portion. Improved construction method.
A first step of mounting the double auger ground improvement device on the soft ground;
Two steps of inserting the lower outer rod and the outer rod and the inner rod while rotating the outer auger and the inner auger in a normal direction without injecting or injecting water;
A third step of covering the inner side of the lower outer rod and the outer rod while withdrawing the inner rod while rotating the inner auger forward or reverse;
Inserting a pile into the clay space;
5) injecting the hardening material into the perimeter space of the inserted pile; And
And rotating the outer auger in a forward or reverse direction without injecting or injecting the hardened material to vertically reciprocate the outer rod and the lower outer rod to stir the soft ground and then pull out the double auger Improvement of Horizontal Bearing Capacity Using Improved Device.
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Cited By (5)
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KR102106577B1 (en) * | 2019-10-28 | 2020-05-04 | 오경선 | Cement paste injection appratus |
KR102155343B1 (en) | 2019-11-29 | 2020-09-11 | 권형식 | Drive reducer for double casing-auger |
CN113718760A (en) * | 2020-09-16 | 2021-11-30 | 北京沃森防水保温工程有限公司 | Drilling machine for horizontal jet grouting supporting row pile and water-stopping supporting row pile construction method |
KR20230072617A (en) | 2021-11-18 | 2023-05-25 | (주)포스코이앤씨 | System for injecting fixative around high-strength pile using auger bit with compounder installed |
KR102539123B1 (en) | 2023-01-04 | 2023-06-01 | 주식회사 신창이엔씨 | The device for excavating a ground and construction method thereoff |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100975089B1 (en) * | 2010-02-08 | 2010-08-11 | 케이에스엠기술 주식회사 | Agitating rod for ground excavation |
KR101299210B1 (en) | 2012-10-19 | 2013-08-22 | (주)아리터 | Auger for ground improved and piling construction |
KR20140050524A (en) | 2013-06-10 | 2014-04-29 | (주)아리터 | Ground improved using auger and pile construction methods |
KR20150001174A (en) * | 2013-06-26 | 2015-01-06 | (주)아리터 | Pile construction method |
KR101527723B1 (en) * | 2014-10-20 | 2015-06-11 | 조현준 | Complex Ground Improving Devive and Ground Improving Method Using The Same |
KR20150079070A (en) * | 2013-12-31 | 2015-07-08 | (주)아리터 | Method for reinforcing soil and device to perform the method |
-
2016
- 2016-04-20 KR KR1020160048231A patent/KR101667647B1/en active IP Right Grant
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100975089B1 (en) * | 2010-02-08 | 2010-08-11 | 케이에스엠기술 주식회사 | Agitating rod for ground excavation |
KR101299210B1 (en) | 2012-10-19 | 2013-08-22 | (주)아리터 | Auger for ground improved and piling construction |
KR20140050524A (en) | 2013-06-10 | 2014-04-29 | (주)아리터 | Ground improved using auger and pile construction methods |
KR20150001174A (en) * | 2013-06-26 | 2015-01-06 | (주)아리터 | Pile construction method |
KR20150079070A (en) * | 2013-12-31 | 2015-07-08 | (주)아리터 | Method for reinforcing soil and device to perform the method |
KR101527723B1 (en) * | 2014-10-20 | 2015-06-11 | 조현준 | Complex Ground Improving Devive and Ground Improving Method Using The Same |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102106577B1 (en) * | 2019-10-28 | 2020-05-04 | 오경선 | Cement paste injection appratus |
KR102155343B1 (en) | 2019-11-29 | 2020-09-11 | 권형식 | Drive reducer for double casing-auger |
CN113718760A (en) * | 2020-09-16 | 2021-11-30 | 北京沃森防水保温工程有限公司 | Drilling machine for horizontal jet grouting supporting row pile and water-stopping supporting row pile construction method |
KR20230072617A (en) | 2021-11-18 | 2023-05-25 | (주)포스코이앤씨 | System for injecting fixative around high-strength pile using auger bit with compounder installed |
KR102539123B1 (en) | 2023-01-04 | 2023-06-01 | 주식회사 신창이엔씨 | The device for excavating a ground and construction method thereoff |
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