KR20180062030A - Guide structure of pile and installation method using the same - Google Patents
Guide structure of pile and installation method using the same Download PDFInfo
- Publication number
- KR20180062030A KR20180062030A KR1020160161856A KR20160161856A KR20180062030A KR 20180062030 A KR20180062030 A KR 20180062030A KR 1020160161856 A KR1020160161856 A KR 1020160161856A KR 20160161856 A KR20160161856 A KR 20160161856A KR 20180062030 A KR20180062030 A KR 20180062030A
- Authority
- KR
- South Korea
- Prior art keywords
- main body
- guide
- file
- body module
- pair
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
The present invention relates to a file guide structure for ground excavation and a file installation method using the same. More particularly, the present invention relates to a file guide structure for ground excavation that guides a file on both sides thereof, And a file installation method using the same.
In various construction and civil engineering works, a treadmill is first performed in order to provide a space for a structure. In such a treadmill, a continuous wall is installed so that the surrounding ground does not fall into the installation space of the structure, .
In addition to the function of enduring the earth pressure of the surrounding ground as described above, the continuous wall also performs an order function to prevent water flowing in the surrounding ground from flowing into the installation space of the structure.
The continuous wall is generally composed of a continuous pile of piles formed by filling holes of a certain size in the ground and then filling concrete or mortar. Such continuous walls are currently applied to various types of construction methods It is being built.
In the conventional continuous wall construction method, the piles are brought into contact with each other by a predetermined area so that no gap is formed between the piles connected to each other. However, since the piles are formed independently of each other and the ends are joined to each other, There is a problem that a gap is generated between the files if the files are not formed exactly perpendicularly on the ground.
If a gap is formed in the continuous wall, the function of the continuous wall is significantly deteriorated. Therefore, development of a method for inserting the casing perpendicularly to the ground is required so that a gap is not generated in the continuous wall.
As a technique for guiding a file to be inserted vertically into the ground as described above, there is a technique in which a structure in which a guide hole for guiding a file is directly formed in an on-site worker by a worker is molded into a mold, and then concrete is poured into the mold structure And then cured to induce vertical insertion of the file.
However, this method has a problem in that the worker has to construct the structure for each ground where the file is installed, and the work can not be performed until the concrete filled in the structure is cured, resulting in poor workability.
Above all, once the construction of the file is completed, the structure for guiding the file must also be removed together. At this time, the structure once used can not be reused, resulting in a waste of resources.
Also, the diameter of the file can be changed according to the construction environment. In this case, the guide structure needs to be made again to match the diameter of the file.
In addition, conventionally, there is a problem that it is necessary to separately manufacture a mold when the cap concrete is fixed to fix the upper end of the files for structural stability.
SUMMARY OF THE INVENTION Accordingly, the present invention has been made to solve the above-mentioned problems of the prior art, and it is an object of the present invention to provide a guide structure in which the guide structure can be variably operated even when the diameter of a file is different, And a file installation method using the same.
A file guide structure for ground excavation according to an embodiment of the present invention includes a main body module including a unit unit and a pair of units arranged to face each other; And a guide unit which is composed of a unit unit and which is fastened to the opposite surfaces of the pair of main body modules so as to face each other so as to guide insertion of the files.
At this time, the guide unit is configured such that a concave arcuate groove whose sides are symmetrical on both sides is formed, and an arc shape is formed together with a neighboring guide unit.
In addition, the guide unit is adjustable in mutual spacing with neighboring guide units when the guide unit is coupled to the main body module.
In addition, two or more fasteners are formed on the upper surface of the main body module in parallel, and spacing grooves are formed to maintain a gap between the pair of main body modules facing each other, wherein a plurality of fastening grooves And the fasteners of the pair of main body modules are fitted into the fastening grooves.
Meanwhile, in the file installation method using the file guide structure for ground excavation, a pair of mutually facing main body modules are arranged side by side along a construction area of the file, and then the space holding tool according to any one of claims 1 to 4 Installing a main body module; A guide unit coupling step of coupling the guide units according to any one of claims 1 to 4 to the opposite surfaces of the main body module, respectively, so as to correspond to the diameters of the piles to be installed; A file inserting step of inserting a file into the ground by being guided by the guide unit; And a cover step of covering the soil so as to expose only a part of the file after removing the main body module.
A forming step of forming a space for placing the cap concrete by disposing a pair of main body modules, from which the guide unit has been removed, on both sides along the exposed piles after the embedding step; A cap concrete pouring step for pouring concrete into the space; And removing the main body module after the cap concrete is cured.
For example, a partition wall groove having a predetermined depth may be formed on a facing surface of the main body module, the pair of main body modules being arranged to face each other in the die forming step, And a partition is inserted and fixed in each of the partition wall grooves.
As described above, according to the file guide structure for ground excavation according to the present invention and the file installation method using the same, the pre-fabricated guide structure can be variably operated even when the diameter of the file is different, Since the installation space of the cap concrete can be formed by using the body module, there is an advantage that the workability is excellent because no separate formwork construction is required.
1 is a perspective view showing a file guide structure for ground excavation according to the present invention;
Fig. 2 is an exploded perspective view of Fig. 1; Fig.
3 is a view showing an operating state according to an embodiment of a guide unit which is an embodiment of the present invention.
4 is a view showing one embodiment of a gap retaining tool which is an embodiment of the present invention.
5 is a flowchart showing a file installation method using a file guide structure for ground excavation according to the present invention.
FIG. 6 is a flowchart showing an additional file installation method after the file installation method of FIG. 5;
7 is a view showing an embodiment of a die forming step which is an embodiment of the present invention.
In describing the present invention, terms and words used in the present specification and claims are to be construed in accordance with the principles of the present invention, on the basis that the inventor can properly define the concept of a term in order to best explain his invention It should be construed as meaning and concept consistent with the technical idea of.
Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is an exploded perspective view of a pile guide structure for ground excavation according to the present invention, FIG. 2 is an exploded perspective view of FIG. 1, FIG. 3 is an explanatory view showing an operation state of a guide unit according to an embodiment of the present invention to be. 5 is a flowchart showing a pile installation method using a pile guide structure for ground excavation according to the present invention, and Fig. 6 is a sectional view FIG. 2 is a flowchart showing an additional file installation method after the file installation method of FIG. 7 is a view showing an embodiment of a die forming step which is a constitution of the present invention.
The file guide structure for ground excavation according to the present invention comprises a
First, the
At this time, as shown in the drawing, one or
The
2, the first arc-
At this time, the diameter of the file P can be differently applied due to the construction scale, the construction method, and the like, and since the guide structure is manufactured in advance, the interval of the
Hereinafter, an embodiment of adjusting the distance between the
2, at least one
At this time, a plurality of coupling holes are formed in parallel to the
In the above embodiment, bolts are used as coupling means between the
The pile guide structure for ground excavation according to the present invention guides the pile P between the
Hereinafter, with reference to FIG. 4, the
As shown in FIG. 4, two or
A plurality of fastening grooves are formed on the lower surface of the
According to the above-described configuration, one of the plurality of
Hereinafter, a file installation method using a file guide structure for ground excavation according to the present invention will be described with reference to FIG.
The file installation method using a file guide structure for ground excavation according to the present invention includes a body module placement step (S10), a guide unit attachment step (S20), a file insertion step (S30), and an embankment step (S40) .
First, in the main body module disposing step (S10), a pair of unit modules, which are unit units, face each other and the
Then, in the guide unit engaging step S20, the
At this time, the
Although the guiding unit combining step S20 is performed after the body module placing step S10 as described above, in the present invention, after the
Then, in the file inserting step S30, the file P can be guided by the
After the
In the present invention, the step of placing the cap concrete after the embankment step (S40) is further provided, so that a more stable file installation method can be provided. In the step after the embankment step (S40) S50), placing the cap concrete (S60), and removing the main body module (S70).
In the form forming step S50, a pair of
Thereafter, in the step S60 of casting the concrete, the concrete is laid in the pouring space S, and in the step S70 of removing the main body module, the
At this time, as shown in FIG. 7, in the form forming step S50, the
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, Of the right.
100: main body module 200: guide unit
300:
Claims (7)
A guide unit which is composed of a unit unit and which is fastened to each of opposite faces of the pair of main body modules so as to guide insertion of the files,
And a plurality of guide grooves formed in the guide grooves.
The guide unit
Wherein a concave arcuate groove whose both sides are symmetrical in cross-sectional shape is provided so as to form an arc shape together with the neighboring guide unit.
The guide unit
Wherein a distance between adjacent guide units is adjustable when engaged with the main body module.
Wherein two or more fasteners are formed in parallel on the upper surface of the main body module,
A gap maintaining aperture for maintaining a gap between a pair of mutually facing main body modules,
Wherein a plurality of fastening grooves are formed on the lower surface of the gap retaining hole so that fasteners of the pair of body modules are fitted into the fastening grooves.
A guide unit coupling step of coupling the guide units according to any one of claims 1 to 4 to the opposite surfaces of the main body module, respectively, so as to correspond to the diameters of the piles to be installed;
A file inserting step of inserting a file into the ground by being guided by the guide unit;
A buried soil step of covering the soil so as to expose only a part of the pile after removing the main body module;
And a file installation method using the file guide structure for ground excavation.
After the embankment step,
A mold forming step of forming a pair of body modules with the guide unit removed thereon by arranging the pouring spaces of the cap concrete in parallel to each other along the exposed piles;
A cap concrete pouring step for pouring concrete into the space;
Removing the body module after cap concrete curing;
The method of claim 1, further comprising the steps of:
In the die forming step
A partition wall groove having a predetermined depth is formed on a facing surface of the main body module arranged so as to face one pair,
Wherein a partition is inserted and fixed in each partition wall groove of a body module at an end of a pair of body modules disposed on both sides along the exposed file.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020160161856A KR101893487B1 (en) | 2016-11-30 | 2016-11-30 | Guide structure of pile and installation method using the same |
PCT/KR2017/013795 WO2018101733A1 (en) | 2016-11-30 | 2017-11-29 | Pile guide structure for ground excavation, and pile installation construction method using same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020160161856A KR101893487B1 (en) | 2016-11-30 | 2016-11-30 | Guide structure of pile and installation method using the same |
Publications (2)
Publication Number | Publication Date |
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KR20180062030A true KR20180062030A (en) | 2018-06-08 |
KR101893487B1 KR101893487B1 (en) | 2018-08-30 |
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Family Applications (1)
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KR1020160161856A KR101893487B1 (en) | 2016-11-30 | 2016-11-30 | Guide structure of pile and installation method using the same |
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KR (1) | KR101893487B1 (en) |
WO (1) | WO2018101733A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102228553B1 (en) | 2020-07-13 | 2021-03-16 | (주)서아건설 | Ground hole guide member for retaining wall |
KR102325623B1 (en) | 2021-02-17 | 2021-11-15 | (주)서아건설 | Construction method of retaining wall |
CN113668509A (en) * | 2021-08-02 | 2021-11-19 | 深圳宏业基岩土科技股份有限公司 | Concrete pouring construction method for ultra-deep rotary pile capable of preventing guide pipe from clamping cage |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20220091308A (en) | 2020-12-23 | 2022-06-30 | 에스제이토건(주) | Excavate casing guide device for Excavator |
KR102578571B1 (en) * | 2021-12-23 | 2023-09-15 | 나우이엔씨(주) | Guide apparatus for cast-in-placed-pile and earth wall construction method thereof |
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JPH09137451A (en) * | 1995-11-09 | 1997-05-27 | Towa Koki:Kk | Guide device to lower sheet pile |
KR100864110B1 (en) | 2008-06-11 | 2008-10-16 | 국진토건(주) | Inserting method for casing and construction method for continuous wall thereof |
KR20090085308A (en) * | 2008-02-04 | 2009-08-07 | 유한회사 대진기건 | Piling location fixing apparatus for cast in place concrete pile wall |
KR101386558B1 (en) * | 2013-02-13 | 2014-04-17 | (주)이피에치씨 | Construction method of earth retaining wall using phc pile |
KR101492858B1 (en) * | 2014-04-04 | 2015-02-12 | 삼보토건 주식회사 | apparatus of guide casing for a ground excavator |
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KR20060110973A (en) * | 2005-04-21 | 2006-10-26 | 윤석은 | Corrugated steel plate and connection apparatus of the same |
JP2007231570A (en) * | 2006-02-28 | 2007-09-13 | Oriental Construction Co Ltd | Reinforcing structure of pc wall body member |
KR101146436B1 (en) * | 2009-10-27 | 2012-05-18 | 양영신 | Guide fixing frame for constructing sheet file |
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2016
- 2016-11-30 KR KR1020160161856A patent/KR101893487B1/en active IP Right Grant
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2017
- 2017-11-29 WO PCT/KR2017/013795 patent/WO2018101733A1/en active Application Filing
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH09137451A (en) * | 1995-11-09 | 1997-05-27 | Towa Koki:Kk | Guide device to lower sheet pile |
KR20090085308A (en) * | 2008-02-04 | 2009-08-07 | 유한회사 대진기건 | Piling location fixing apparatus for cast in place concrete pile wall |
KR100864110B1 (en) | 2008-06-11 | 2008-10-16 | 국진토건(주) | Inserting method for casing and construction method for continuous wall thereof |
KR101386558B1 (en) * | 2013-02-13 | 2014-04-17 | (주)이피에치씨 | Construction method of earth retaining wall using phc pile |
KR101492858B1 (en) * | 2014-04-04 | 2015-02-12 | 삼보토건 주식회사 | apparatus of guide casing for a ground excavator |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102228553B1 (en) | 2020-07-13 | 2021-03-16 | (주)서아건설 | Ground hole guide member for retaining wall |
KR102325623B1 (en) | 2021-02-17 | 2021-11-15 | (주)서아건설 | Construction method of retaining wall |
CN113668509A (en) * | 2021-08-02 | 2021-11-19 | 深圳宏业基岩土科技股份有限公司 | Concrete pouring construction method for ultra-deep rotary pile capable of preventing guide pipe from clamping cage |
Also Published As
Publication number | Publication date |
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WO2018101733A1 (en) | 2018-06-07 |
KR101893487B1 (en) | 2018-08-30 |
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