KR20120113646A - Extended pile - Google Patents
Extended pile Download PDFInfo
- Publication number
- KR20120113646A KR20120113646A KR1020110063879A KR20110063879A KR20120113646A KR 20120113646 A KR20120113646 A KR 20120113646A KR 1020110063879 A KR1020110063879 A KR 1020110063879A KR 20110063879 A KR20110063879 A KR 20110063879A KR 20120113646 A KR20120113646 A KR 20120113646A
- Authority
- KR
- South Korea
- Prior art keywords
- expansion
- longitudinal guide
- intermediate member
- pile
- upper side
- Prior art date
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Classifications
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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
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
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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
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
Landscapes
- 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)
- Piles And Underground Anchors (AREA)
Abstract
Description
Field of the Invention [0002] The present invention relates to a civil engineering field, and more particularly, to a file structure.
A pile is a basic structure that is constructed to transmit a load of an upper structure to the ground, and is generally designed as a compression member under the assumption that only a compressive force is applied.
Recently, in order to increase the tip bearing capacity of the pile, research and construction on the tip-extended pile that combines the expansion plate having a larger width than the width of the pile has been actively conducted.
Such conventional tip-extended piles generally take a method of coupling the
By the way, the conventional tip-extended pile had the following problems because it must be inserted into the drilling hole in the state that the
First, the drilling diameter (inner diameter of the drilling hole) should be larger than the general pile, which leads to an increase in construction cost and period.
Second, in the case of inserting the tip-extension pile in a state where the drilling diameter is not sufficiently secured, the inner surface of the drilling hole and the expansion plate are in contact with each other, which makes the operation difficult and the breakage of the expansion plate is likely to occur.
The present invention has been derived to solve the above problems, it is possible to reduce the construction cost and period by inserting the file even if the drilling diameter is small, and stable construction by preventing the inner surface of the drilling hole and the contact of the expansion member It is possible, and the object of the present invention is to present a tip-extended pile that can obtain a larger tip bearing capacity than conventional in the drill holes of the same diameter.
In order to solve the above problems, the present invention is a pile main body formed to be buried underground; An
The stopper member through-
The downward
The longitudinal guide portion 400 is formed in a radial structure toward the outside on the bottom surface of the
The longitudinal guide portion 400 is formed in a radial structure toward the outside on the upper surface of the
The
The longitudinal section of the
The
The outer diameter of the
It is preferable that the center
The present invention is possible to reduce the construction cost and period by inserting the file even if the drilling diameter is small, and stable construction is possible by preventing the inner surface of the drilling hole and the expansion member, and compared to the conventional in the drill hole of the same diameter An extended tip file is provided to obtain greater tip bearing capacity.
1 is a block diagram of a conventional tip extended file.
2 shows an embodiment of the present invention,
2 is a sectional view of a first use state of the first embodiment of the pile;
3 is a sectional view of a second use state of the first embodiment of the pile;
4 is a perspective view of a first use state of the first embodiment of the pile;
5 is a perspective view of a second use state of the first embodiment of the pile;
6 is a bottom view of a first use state of the first embodiment of the pile;
Fig. 7 is a bottom view of a second use state of the first embodiment of a pile.
8 is a perspective view of a first embodiment of a central member;
9 is a perspective view of a first embodiment of an expansion member;
10 is a perspective view of a first embodiment of an intermediate member;
11 is a sectional view of the first embodiment of the longitudinal guide portion and the expansion drive restriction portion;
12 is a sectional view of a second embodiment of the longitudinal guide portion and the expansion drive restriction portion;
Figure 13 is a perspective view of the wedge member.
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
As shown in FIG. 2 or below, the tip-extended pile according to the present invention basically includes a pile
That is, instead of using a fixed plate having a fixed structure as in the related art, by using a plurality of
Therefore, the following effects can be obtained.
First, even if the drilling diameter (the inner diameter of the drilling hole) is not made larger than the general pile, the insertion work for the drilling hole is possible, thereby reducing the construction cost and period.
Second, since the expansion member is in a folded state during the insertion of the file to the drilling hole, it is possible to prevent the inner surface of the drilling hole and the contact of the expansion member, the operation is easy and can prevent the expansion member from being damaged.
Third, since the file can be inserted into the drilled hole, the tip extension structure can be formed later by the expansion of the expansion member, and thus, a larger tip bearing force can be obtained in the drilled hole of the same diameter as compared with the conventional one.
However, when the tip-extension pile of the above-described structure is inserted into the drilling hole and driven from the top, the
In order to prevent this, a
In this configuration, even when the tip-extended pile is inserted into the punching hole and driven from the top, the
Specifically, the stopper member through-
In this case, the plurality of
Furthermore, when the
The longitudinal guide part 400 combines the
First, the longitudinal guide portion 400, a plurality of longitudinal guide grooves 410 formed in a radial structure toward the outside on the bottom surface of the
Second, the longitudinal guide portion 400 is opposite to the above, a plurality of longitudinal guide grooves 410 formed radially outward on the upper surface of the
On the other hand, in order to push the
When both the inner surface of the
Specifically, for this purpose, the
That is, when the longitudinal section of the
The inner end of the
The longitudinal section of the
The
The outer diameter of the
When the central
It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined in the appended claims. It is to be understood that both the technical idea and the technical spirit of the invention are included in the scope of the present invention.
100: main body 200: intermediate member
220: stopper member through hole 230: center member insertion groove
300: expansion member 400: longitudinal guide portion
410: longitudinal guide groove 420: longitudinal guide protrusion
500: center member 600: downward drive limiting member
610: wedge member 620: spring
700: stopper member 710: head
Claims (10)
An intermediate member 200 coupled to the lower end of the main body 100;
A plurality of expansion members (300) installed to allow radial expansion driving to the outside with respect to the intermediate member (200);
A longitudinal guide part 400 coupled to the intermediate member 200 and the plurality of expansion members 300 and configured to guide radial expansion driving of the plurality of expansion members 300;
And a center member 500 installed to expand and drive the plurality of expansion members 300 to the outside by pushing the inner end of the expansion member 300 outward while driving upwardly in contact with the bottom surface of the drilling hole. ,
On the upper side of the central member 500, a stopper member 700 having a head portion 710 formed at the top is protruded,
A stopper member through hole 220 through which the stopper member 700 penetrates is formed in the intermediate member 200 along a vertical direction.
The stopper member through-hole 220 is a front end extension type file, characterized in that the downward drive limiting member 600 is installed to allow only the upward drive of the stopper member 700 and limit the downward drive.
The stopper member through-hole 620 is formed to become narrower gradually from the upper side to the lower side,
The downward drive limiting member 600 is
Tip-extension pile, characterized in that it comprises a plurality of wedge members 610 are coupled to each other to surround the body portion of the stopper member 700.
The downward drive limiting member 600 is
And a spring (620) mounted to widen the gap between the head portion (710) and the wedge member (720).
The longitudinal guide portion 400
A plurality of longitudinal guide grooves 410 formed on a bottom surface of the intermediate member 200 toward the outside and formed to have a lower width than an upper side thereof;
A longitudinal guide protrusion 420 formed on the upper surface of the expansion member 300 so as to be inserted into and guided in the longitudinal guide groove 410 and having a lower width than the upper side thereof;
Extended file type, characterized in that it comprises a.
The longitudinal guide portion 400
A plurality of longitudinal guide grooves 410 formed radially outward on the upper surface of the expansion member 300 and having a lower width than the upper side;
A longitudinal guide protrusion 420 formed on the bottom surface of the intermediate member 200 so as to be inserted into the longitudinal guide groove 410 and guided, and having a lower width than the upper side thereof;
Extended file type, characterized in that it comprises a.
The central member 500 is a longitudinal cross-section is formed in a polygonal structure, the cross section is formed in a trapezoidal structure having a wider width of the lower side than the upper side,
The inner end of the expansion member 300 is formed in an inclined structure whose cross section corresponds to the outer surface of the central member 500,
An inner side surface of the expansion member 300 and the outer side surface of the central member 500 is a front end extension file, characterized in that formed in a flat surface contact with each other.
Longitudinal extension file, characterized in that the longitudinal section of the expansion member 300 is formed in a fan shape.
The intermediate member (200) is a tip-extended pile, characterized in that the disk-shaped structure corresponding to the longitudinal section of the main body (100).
The outer diameter of the intermediate member 200 is larger than the outer diameter of the main body 100, the outer diameter in the expanded state of the plurality of expansion member 300 is formed larger than the outer diameter of the intermediate member 200 Extended file type, characterized in that.
A front end extended file, characterized in that the central member insertion groove 230 is formed in the center of the bottom surface of the intermediate member 200 so that the upper end of the central member 500 is inserted.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020110031260 | 2011-04-05 | ||
KR20110031260 | 2011-04-05 |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20120113646A true KR20120113646A (en) | 2012-10-15 |
Family
ID=47283174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020110063879A KR20120113646A (en) | 2011-04-05 | 2011-06-29 | Extended pile |
Country Status (1)
Country | Link |
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KR (1) | KR20120113646A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101380593B1 (en) * | 2012-11-28 | 2014-04-10 | (주)진산이엔지 | Fore-end type pile and auger-drilled pilling method using the same |
KR102369382B1 (en) * | 2021-07-29 | 2022-03-02 | 광성지엠(주) | Micropile and constructing method of the same |
-
2011
- 2011-06-29 KR KR1020110063879A patent/KR20120113646A/en active IP Right Grant
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101380593B1 (en) * | 2012-11-28 | 2014-04-10 | (주)진산이엔지 | Fore-end type pile and auger-drilled pilling method using the same |
KR102369382B1 (en) * | 2021-07-29 | 2022-03-02 | 광성지엠(주) | Micropile and constructing method of the same |
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