KR20140131648A - Coupling apparatus of pile using coupler integrated pc nut - Google Patents
Coupling apparatus of pile using coupler integrated pc nut Download PDFInfo
- Publication number
- KR20140131648A KR20140131648A KR1020130050463A KR20130050463A KR20140131648A KR 20140131648 A KR20140131648 A KR 20140131648A KR 1020130050463 A KR1020130050463 A KR 1020130050463A KR 20130050463 A KR20130050463 A KR 20130050463A KR 20140131648 A KR20140131648 A KR 20140131648A
- Authority
- KR
- South Korea
- Prior art keywords
- pile
- head
- nut
- bolt fastening
- bolt
- Prior art date
Links
- 230000008878 coupling Effects 0.000 title abstract description 42
- 238000010168 coupling process Methods 0.000 title abstract description 42
- 238000005859 coupling reaction Methods 0.000 title abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 238000000034 method Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000005304 joining Methods 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 238000004080 punching Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000009412 basement excavation Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 235000013527 bean curd Nutrition 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Images
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
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
-
- 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
- E02D5/58—Prestressed concrete piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0046—Production methods using prestressing techniques
-
- 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
Abstract
Description
The present invention relates to a coupling device for a pile using a PC nut integral type connector, which comprises a front end connector for fixing the steel wire of the PHC pile, and a PC nut integral connector for slanting the fastening bolt at the head end connector, The present invention relates to a pile joint.
Generally, when a construction or civil engineering structure is to be applied to a soft ground, a pile connected to the support layer from the ground surface is used so as to secure the stability of the structure by transferring the load of the structure to the support layer.
The support layer for pile construction is located at a depth of several tens of meters from the surface of the ground. In case of piles, the pile is made up to 15 m or less in length for convenience of production and transportation. .
These piles are made of steel pipe piles or PHC piles. The PHC piles are manufactured by introducing a prestressed prestress into a hollow high-strength concrete pile fabricated by centrifugal force, and the PHC piles Is characterized by excellent resistance to bending resistance, vertical force and horizontal force, and it is widely used when it is desired to construct a structure on soft ground because it can be constructed using a pneumatic method.
The PHC pile generally has a hollow pile body made of hollow concrete, a protection cap provided at the tip and a head of the pile body, a PC installed at the inside of the pile body and having both ends fixed to the protection cap, And a steel wire.
As a method for connecting the PHC pile having the protective cap formed thereon, there is a method of welding the periphery of the two caps with the upper pile disposed so that the cap installed at the head of the lower pile and the cap provided at the tip of the upper pile are in contact with each other The joints between the piles are made.
However, there is a difference in quality depending on the conditions of the worksite, the weather, and the skill of the worker where the work is actually performed. Therefore, it is inevitably necessary to have a skilled welder having a high cost, There is a problem that the durability (quality deterioration) of the cap is lowered by the welding residual stress due to the long (actual working time is short). In addition, it is difficult to maintain the quality beyond a predetermined level, and thus there are problems in paying a large cost for quality control.
In consideration of the above problems, various methods of performing the joint operation between a pile and a pile have been proposed. However, the conventional joint apparatus used in the costly pile joint method is not easy to manufacture and construct due to its complicated structure, The pile head and the tip of the pile are separately machined to reduce the strength of the head and the head of the pile.
In addition, the PHC pile having the protection cap installed therein has a problem that the cost is increased due to the provision of a metal protective cap.
In order to reduce the cost, a PHC pile having no protective cap is manufactured. The PHC pile is installed to be fixed to a plurality of PC nuts embedded in the pile body.
Since the PHC pile having no cap formed at the tip and the head can not be joined through welding, the PHC pile is connected using a separate coupling device as disclosed in Japanese Patent No. 10-0835777.
However, such a pile joint device requires a separate joint device between the upper pile and the lower pile, so that the operation is troublesome and the joint device is heavy in weight, which makes it difficult for the operator to handle during installation and transportation.
In order to solve the above problems, an object of the present invention is to provide a pile nut which is fixed to a tip connecting portion and a toe connecting portion of a pile, The pile is connected to the front end connection and the head end connection so that the pile can be easily connected. In the process of connecting the pile, a guide pin is installed on the pile located at the lower part so that the upper pile can be installed The present invention provides a pile joint using a PC nut integral connector.
According to an aspect of the present invention, there is provided a pile of a pile, comprising: a plurality of piles disposed at predetermined intervals along a circumferential direction of a pile, wherein a PC steel wire is connected to one side of the pile, A head connector having a bolt fastening hole formed in a downward inclined shape toward the center of the pile at an upper surface thereof; The PC steel wire is fixed to one side of the pile and the other side is connected to the bolt fastening hole at the time of pile joining and is sloped to the side of the front end of the pile. A tip end connector having a bolt fastening hole of a shape; And a fastening bolt fastened to the bolt fastening hole of the head fastening hole through the bolt fastening hole of the inclined tip end fastening hole to connect the tip end fastening fitting and the head fastening fitting.
The head connecting portion may include a first PC nut portion to which the PC steel wire is connected, a first extending portion formed to protrude from a side surface of the first PC nut portion, and a second extending portion formed integrally with the first extending portion, A first bolt fastening portion having a bolt fastening hole formed therein; Wherein the front end connector comprises: a second PC nut part to which the PC steel wire is connected; A second extension part protruding from a side surface of the second PCB nut part; And a second bolt fastening part formed integrally with the second extension part and formed in an inclined shape in communication with the bolt fastening hole of the head fastening part and having a bolt fastening hole opened to the side of the tip end.
The head end connector is configured such that the first PC nut portion and the bolt fastening hole are located on the same line with respect to the first extending portion, and the front end connecting portion is formed such that the second PC nut portion and the bolt fastening hole are mutually And is located on a line.
The head end connector is configured such that the first PC nut portion is positioned on one side of the first extending portion, and the first PC nut portion is positioned on the other side of the first extending portion, so that the first bolt fastening portion and the first PC connecting portion, Wherein the nut portion is configured to be staggered with respect to each other, the tip end connector is configured such that the second PC nut portion is positioned on one side of the second extension portion, and the second PC nut portion is configured to be positioned on the other side of the second extension portion, And the second bolt fastening part and the second PC nut part are staggered from each other.
And a plurality of guide pins provided on the first PC nut portion of the head end connector and fitted to the second PC nut portion formed on the tip end connecting portion of another pile to be connected, thereby facilitating the connection of the PHC piles. .
And the guide pin is screwed to the first PC nut portion; A tool engagement surface formed on both sides of the tool engagement surface in such a manner that the tool engagement surface is vertically protruded from the upper part of the screw engagement part and is fitted in the second PC nut part and is easily rotated through the tool, And a fitting portion.
And a reinforcement cap installed along the edge of the head and the tip of the pile to cover the top and sides of the head and the head to prevent breakage during hitting.
As described above, according to the present invention, since the bolt fastening holes of the head connecting portion and the bolt fastening holes of the front end connecting portion are inclined, it is possible to insert the fastening bolt from the outside of the upper pile, It is possible to shorten the period of the connection.
In addition, since the pile is manufactured by pouring the tofu connector and the front connector at the head and the head of the pile in manufacturing the pile, the pile can be easily constructed using only the fastening bolt without a separate joint device installed between the piles .
In addition, it is possible to reduce the cost of the material because it is not necessary to separately form the PC nut and the connection port by fixing the PC steel wire that is placed inside the pile through the head connector and the head connector.
In addition, it is a very useful invention for fast pile construction because it is fast and simple to place piles in a state where a guide pin is installed on a first PC nut part of a lower pile head connection and upper and lower piles are jointed.
1 is an exploded perspective view showing a joint structure of a pile using the pile joining device of the present invention,
2 is an exploded perspective view showing the pile joint device of the present invention,
3 is a perspective view showing the pile joint device of the present invention,
FIG. 4 is a sectional view showing a joint structure of a pile using the pile joint device of the present invention,
FIG. 5 is a cross-sectional view illustrating a state where a pile is connected using the pile joining device of the present invention,
6 is a perspective view showing a reinforcing cap attached to a pile head of the present invention,
FIG. 7 is an exploded perspective view illustrating a coupling structure of a head connector and a front connector according to another embodiment of the present invention;
FIG. 8 is a perspective view illustrating a coupling structure of a head connector and a front connector according to another embodiment of the present invention; FIG.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. In the following description of the present invention, a detailed description of known functions and configurations incorporated herein will be omitted when it may make the subject matter of the present invention rather unclear.
FIG. 1 is a perspective view showing a pile joint structure using the pile joint device of the present invention, FIG. 2 is an exploded perspective view showing the pile joint device of the present invention, FIG. 3 is an assembled perspective view showing the pile joint device of the present invention, FIG. 5 is a cross-sectional view illustrating a state where a pile is connected using the pile joining device of the present invention, and FIG.
As shown in the drawings, the present invention is characterized in that a plurality of
The
The
The
The
The first
In the present invention, the first
The
The
The
At least three
FIG. 6 is a perspective view of a reinforcing cap attached to a pile head of the present invention. FIG. 6 is a perspective view of a reinforcing cap attached to a pile head of the present invention. And a reinforcing cap (500) for preventing the cap (500).
The
The reinforcing
FIG. 7 is an exploded perspective view illustrating a coupling structure of a head connector and a front connector according to another embodiment of the present invention. FIG. 8 is an assembled perspective view illustrating a coupling structure of a head connector and a front connector according to another embodiment of the present invention,
As shown in the drawing, the
The first
More specifically, as shown in the drawing, the first
That is, when the
On the inner circumferential surfaces of the first and second
The
Therefore, it is not necessary to provide a separate coupling device for pile joints, so that the material cost can be reduced. Since the
In addition, since the PC nut for fixing the
The joint of the pile according to the present invention is formed as follows. First, an excavation hole is formed in the ground, and a pile is inserted and fixed to the excavation hole.
The
The
The
When the
At this time, the
When the upper and lower piles are properly positioned through the
The bolt fastening holes 131 formed in the first
The pile coupling device of the present invention having such a structure is configured such that the
Since the pile is manufactured by previously embedding the
Also, it is not necessary to separately form the PC nut and the connector by fixing the
The second
It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined in the appended claims and their equivalents. Of course, such modifications are within the scope of the claims.
(10): pile (20): PC wire
(100): head connector (110): first PC nut part
(120): a first extension part (130): a first bolt fastening part
(131): bolt fastening hole (200): end fastener
(210): a second PC nut part (220): a second extension part
(230): second bolt fastening part (231): bolt fastening hole
(300): fastening bolt (400): guide pin
(410): Screw connection part (420): Fitting part
(500): reinforcing cap (510): horizontal part
(520): Vertical section
Claims (7)
The PC steel wire is fixed to one side of the pile and the other side is connected to the bolt fastening hole at the time of pile joining and is sloped to the side of the front end of the pile. A tip end connector having a bolt fastening hole of a shape;
And a fastening bolt fastened to the bolt fastening hole of the head connecting end through a bolt fastening hole of the inclined tip end fastening hole to connect the tip end connecting end and the head end fastening port. Device.
The head end connector includes a first PC nut part to which the PC steel wire is connected, a first extension part that is formed to protrude from the side surface of the first PC nut part, and a second extension part that is integrally formed with the first extension part, A first bolt fastening part having a fastening hole formed therein; ≪ / RTI >
Wherein the tip end connector comprises: a second PC nut part to which the PC steel wire is connected; A second extension part protruding from a side surface of the second PCB nut part; And a second bolt fastening part formed integrally with the second extension part and formed in an inclined shape in communication with the bolt fastening hole of the head fastening part and having a bolt fastening hole opened to the side of the front end thereof. Joint of pile using integral nut with nut.
Wherein the head end connector is structured such that the first PC nut portion and the bolt fastening hole are located on the same line with respect to the first extending portion and the front end connecting portion is formed such that the second PC nut portion and the bolt fastening hole Of the pile. The pile joint according to any one of claims 1 to 3,
Wherein the head end connector is configured such that the first PC nut portion is positioned on one side of the first extending portion and the first PC nut portion is positioned on the other side of the first extending portion, and the first bolt fastening portion and the first PC nut, The parts being configured to be offset from each other,
The second PC nut part is configured to be positioned on the other side of the second extending part, and the second PC nut part is positioned on the other side of the second extending part, so that the second PC nut part is positioned on the other side of the second extending part, And the nut portions are staggered with respect to each other.
And a plurality of guide pins installed on the first PC nut portion of the head end connector to be inserted into a second PC nut portion formed on a tip end connecting portion of another pile to be connected, thereby facilitating the connection of the PHC piles. Wherein the punches are connected to each other by means of a bolt.
The guide pin is screwed to the first PC nut portion;
A tool clamping surface formed on both sides of the tool clamping surface and formed to be rounded at an upper end thereof so as to be easily rotated through a tool, Wherein the punch comprises a punch having a first end and a second end.
The pile is installed along the edge of the head and the top of the pile so as to cover the top and side surfaces of the head and the head so as to prevent damage during hitching and to prevent breakage of the joint in response to the bending moment applied to the joint after completion of pile installation Wherein the reinforcing cap further comprises a reinforcing cap to prevent the punching of the pile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020130050463A KR20140131648A (en) | 2013-05-06 | 2013-05-06 | Coupling apparatus of pile using coupler integrated pc nut |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020130050463A KR20140131648A (en) | 2013-05-06 | 2013-05-06 | Coupling apparatus of pile using coupler integrated pc nut |
Publications (1)
Publication Number | Publication Date |
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KR20140131648A true KR20140131648A (en) | 2014-11-14 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR1020130050463A KR20140131648A (en) | 2013-05-06 | 2013-05-06 | Coupling apparatus of pile using coupler integrated pc nut |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105887877A (en) * | 2014-12-25 | 2016-08-24 | 宿迁力引实业有限公司 | X-shaped pin connector for prestressed concrete pipe piles |
KR20190053813A (en) | 2018-12-28 | 2019-05-20 | 정순용 | Concrete pile connected by a molten filler and Connecting method of the same |
KR20190053501A (en) | 2017-11-10 | 2019-05-20 | 정순용 | Concrete pile connected by a molten filler and Connecting method of the same |
-
2013
- 2013-05-06 KR KR1020130050463A patent/KR20140131648A/en active IP Right Grant
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105887877A (en) * | 2014-12-25 | 2016-08-24 | 宿迁力引实业有限公司 | X-shaped pin connector for prestressed concrete pipe piles |
KR20190053501A (en) | 2017-11-10 | 2019-05-20 | 정순용 | Concrete pile connected by a molten filler and Connecting method of the same |
KR20190053813A (en) | 2018-12-28 | 2019-05-20 | 정순용 | Concrete pile connected by a molten filler and Connecting method of the same |
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