KR20100101196A - Ground anchor - Google Patents
Ground anchor Download PDFInfo
- Publication number
- KR20100101196A KR20100101196A KR1020090019548A KR20090019548A KR20100101196A KR 20100101196 A KR20100101196 A KR 20100101196A KR 1020090019548 A KR1020090019548 A KR 1020090019548A KR 20090019548 A KR20090019548 A KR 20090019548A KR 20100101196 A KR20100101196 A KR 20100101196A
- Authority
- KR
- South Korea
- Prior art keywords
- wedge
- tension member
- space
- housing
- ground anchor
- Prior art date
Links
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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
- E02D5/765—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor removable
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/14—Geometrical or physical properties resilient or elastic
- E02D2200/146—Springs
-
- 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
The present invention relates to a ground anchor for removing a tension member of a new structure that allows the operator to easily remove the tension member.
In general, the earth wall or retaining wall used to prevent ground collapse in the construction site is fixed to the ground by using a tension member such as wire cable made by twisting a plurality of metal wires in a spiral direction.
In recent years, after the ground anchor is buried in the ground and the tension member is fixed to the ground anchor, when the construction is completed, the tension member is separated and removed from the ground anchor.
FIG. 1 illustrates an example of such a ground anchor, and includes a
The
The
The ground anchor configured as described above, when the
However, the ground anchor is fixed to the
However, there is a problem that pushing the
The present invention has been made to solve the above problems, and an object of the present invention is to provide a ground anchor of a new structure that is easy to fix and remove the tension member (1).
The present invention for achieving the above object, the
The front surface of the
According to another feature of the invention, the ground portion is provided on the inner rear side of the
In the ground anchor according to the present invention, when the operator pushes the
Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
3 to 6, the ground anchor according to the present invention has a
In this case, the
In addition, the
In addition, a threaded
The
Therefore, when the operator pushes the
6, when the operator pushes the
The ground anchor configured in this way is that when the user inserts the
In particular, the front end of the
In addition, since the threaded
In the present embodiment, the
1 is a side cross-sectional view showing a conventional ground anchor,
2 is a reference diagram showing a conventional method of removing the tension member of the ground anchor,
Figure 3 is a side cross-sectional view showing a tension member of the ground anchor according to the present invention,
4 is an exploded side view showing a tension member of the ground anchor according to the present invention;
5 is a plan view showing a coupling groove of the ground anchor according to the present invention,
Figure 6 is a reference diagram showing a method of removing the tension member of the ground anchor according to the present invention.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090019548A KR20100101196A (en) | 2009-03-09 | 2009-03-09 | Ground anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090019548A KR20100101196A (en) | 2009-03-09 | 2009-03-09 | Ground anchor |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20100101196A true KR20100101196A (en) | 2010-09-17 |
Family
ID=43006747
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020090019548A KR20100101196A (en) | 2009-03-09 | 2009-03-09 | Ground anchor |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20100101196A (en) |
-
2009
- 2009-03-09 KR KR1020090019548A patent/KR20100101196A/en active IP Right Grant
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
N231 | Notification of change of applicant | ||
E701 | Decision to grant or registration of patent right | ||
NORF | Unpaid initial registration fee |