KR20130013899A - Extended pile - Google Patents
Extended pile Download PDFInfo
- Publication number
- KR20130013899A KR20130013899A KR1020110075815A KR20110075815A KR20130013899A KR 20130013899 A KR20130013899 A KR 20130013899A KR 1020110075815 A KR1020110075815 A KR 1020110075815A KR 20110075815 A KR20110075815 A KR 20110075815A KR 20130013899 A KR20130013899 A KR 20130013899A
- Authority
- KR
- South Korea
- Prior art keywords
- intermediate member
- bottom plate
- expansion
- pile
- extension
- 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
- 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
-
- 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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- 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; Coupled to the lower end of the
The
It is preferable that the
The inner end of the
Between the
The
It is preferable that a
It is preferable that the
The
The inclined
The inclined
The longitudinal section of the
The
The outer diameter of the
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 an intermediate member.
9 is a perspective view of the expansion member;
10 is a perspective view of a first embodiment of a bottom plate member;
11 is a perspective view of the downward driving restricting member.
12 is a side view of the first embodiment of the inclined guide portion;
13 is a side view of a second embodiment of the inclined guide portion;
Fig. 14 is a sectional view of a first use state of a second embodiment of a pile.
Fig. 15 is a sectional view of the second use state of the second embodiment of the pile.
16 is a perspective view of a second embodiment of a bottom plate 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.
The
However, the
Therefore, the
On the bottom edge of the
It is preferable that the
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, between the
In such a configuration, even when the tip-extended pile is inserted into the drilling hole and driven from the top, the
Specifically, the
In this case, the plurality of wedge members 610 coupled by the
After the downward driving restricting member 600 is installed, it is preferable to install a
During the operation of inserting the pile into the drilling hole, when the plurality of
In this state, when the bottom surface of the
Here, in order for the sludge existing at the bottom of the drilling hole to be smoothly discharged to the top, and the
In order to push the
In order to solve this problem, both the inclined surface of the
Specifically, for this purpose, the
That is, when the longitudinal section of the
The inclined surface of the
The longitudinal section of the
The
It is formed in a radial structure toward the outside on the inclined surface of the
The inclined direction guide
The
The outer diameter of the
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
201: through hole 210: upper part
220: lower 300: expansion member
400: inclined direction guide portion 410: inclined direction guide groove
420: inclined guide protrusion 500: bottom plate member
510: bottom plate 520: extension
600: downward drive limiting member 610: wedge member
Claims (14)
Coupled to the lower end of the main body 100, the cross section of the lower portion 220 is formed to have a trapezoidal structure having a narrow width of the lower side compared to the upper side, the inclined surface is formed on both sides of the bottom surface, the installation hole 201 The intermediate member 200 is formed;
A plurality of expansion members 300 installed radially outwardly with respect to the intermediate member 200 and having an inclined surface corresponding to the inclined surface of the intermediate member 200 therein;
An inclined direction 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;
An upper side of the bottom plate portion 510 to be inserted into the bottom plate portion 510 formed to cover the lower portion of the intermediate member 200 and the plurality of expansion members 300 and the installation hole 201 of the intermediate member 200. And a bottom plate member (500) installed so as to be capable of vertically driving with respect to the intermediate member (200).
The bottom plate portion 510 is a tip-extended pile, characterized in that formed in a disk-like structure.
The edge of the bottom surface of the expansion member 300, the front end portion characterized in that the edge jaw portion 310 protrudes downward to form the same plane as the bottom surface of the bottom plate portion 510 in the state in which the bottom plate member 500 is raised Expandable file.
The inner end portion of the edge jaw portion 310 is extended end file, characterized in that the longitudinal section is formed in an arc shape.
Between the installation hole 201 of the intermediate member 200 and the extension part 520 of the bottom plate member 500, a downward drive limiting member which allows only the up-drive of the bottom plate member 500 and restricts the down-drive ( Extended file type, characterized in that 600) is installed.
The installation hole 201 is formed so that the width gradually becomes narrower from the upper side to the lower side,
The downward drive limiting member 600 is
Tip-extended pile, characterized in that it comprises a plurality of wedge member (610) mounted to be coupled to each other to surround the extension (520).
Tip expansion type file, characterized in that the stopper member 202 is installed on the upper portion of the installation hole 201 to prevent the downward drive restriction member 600 is separated.
Tip-extension pile, characterized in that the through-hole 501 is formed in the up and down direction in the bottom plate portion 510 and the extension portion 520 of the bottom plate member 500.
The lower portion 220 of the intermediate member 200 is formed in a polygonal longitudinal section,
The inclined surface of the expansion member 300 and the inclined surface of the intermediate member 200 is a front end extension file, characterized in that formed in a flat surface contact with each other.
The inclined direction guide portion 400
A plurality of inclined direction guide grooves 410 formed in a radial structure on an inclined surface of the expansion member 300 and having a lower width than an upper side thereof;
An inclined guide protrusion 420 formed on the inclined surface of the intermediate member 200 so as to be inserted into the inclined 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 inclined direction guide portion 400
A plurality of inclined guide grooves 410 formed in a radial structure on the inclined surface of the intermediate member 200 toward the outside and having a lower width than the upper side thereof;
An inclined guide protrusion 420 formed on the inclined surface of the expansion member 300 so as to be inserted into the inclined guide groove 410 and guided, and having a lower width than the upper side thereof;
Extended file type, characterized in that it comprises a.
Longitudinal extension file, characterized in that the longitudinal section of the expansion member 300 is formed in a fan shape.
The upper portion 210 of 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 upper portion 210 of the intermediate member 200 is formed larger than the outer diameter of the body 100, the outer diameter in the expanded state of the plurality of expansion member 300 is the upper portion of the intermediate member 200 A tip-extended pile, characterized in that formed larger than the outer diameter of (210).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020110075815A KR20130013899A (en) | 2011-07-29 | 2011-07-29 | Extended pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020110075815A KR20130013899A (en) | 2011-07-29 | 2011-07-29 | Extended pile |
Publications (1)
Publication Number | Publication Date |
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KR20130013899A true KR20130013899A (en) | 2013-02-06 |
Family
ID=47894293
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020110075815A KR20130013899A (en) | 2011-07-29 | 2011-07-29 | Extended pile |
Country Status (1)
Country | Link |
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KR (1) | KR20130013899A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101437000B1 (en) * | 2013-03-26 | 2014-09-04 | 백규호 | Foundation concrete and easy fixing micro-pile and its construction method |
WO2016024673A1 (en) * | 2014-08-12 | 2016-02-18 | (주)삼일이엔씨 | Diameter-enlarging system for expandable pile |
-
2011
- 2011-07-29 KR KR1020110075815A patent/KR20130013899A/en active IP Right Grant
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101437000B1 (en) * | 2013-03-26 | 2014-09-04 | 백규호 | Foundation concrete and easy fixing micro-pile and its construction method |
WO2016024673A1 (en) * | 2014-08-12 | 2016-02-18 | (주)삼일이엔씨 | Diameter-enlarging system for expandable pile |
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