KR20140029675A - Earth anchor apparatus with integrated anchor cap - Google Patents
Earth anchor apparatus with integrated anchor cap Download PDFInfo
- Publication number
- KR20140029675A KR20140029675A KR1020120094899A KR20120094899A KR20140029675A KR 20140029675 A KR20140029675 A KR 20140029675A KR 1020120094899 A KR1020120094899 A KR 1020120094899A KR 20120094899 A KR20120094899 A KR 20120094899A KR 20140029675 A KR20140029675 A KR 20140029675A
- Authority
- KR
- South Korea
- Prior art keywords
- anchor cap
- anchor
- grouting material
- expansion
- cap
- 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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
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- 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
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- 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
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
The present invention relates to an earth anchor structure having an integrated anchor cap, and more specifically, by integrating an anchor cap composed of a grouting material inlet and an expansion pipe connecting portion to reduce the manufacturing cost of the earth anchor by mass-producing a standardized product. The corrugated pipe is screwed into the expansion pipe of the integrated anchor cap so that it does not come loose.It prevents the inflow of water and prevents damage due to the fluctuation of the corrugated pipe. It relates to an earth anchor structure having an integral anchor cap to reduce the cost.
In general, when the civil works of industrial complexes such as residential complexes, industrial complexes, railways, highways, tunnels, artificial steep slopes are created due to natural slopes or excavation.
Naturally and artificially formed slopes are exposed to the risk of cutting and collapse due to various factors such as earth pressure, wind pressure, water pressure, and earthquake.
Therefore, various ground and slope reinforcement methods, such as soil nailing, rock bolting, and ground anchors, are also used to prevent cutting and collapse of the slope.
Among them, the ground method, namely the earth anchor method, is used not only as a ground reinforcement but also as a reinforcement for supporting structures such as building bridges.In detail, a hole is drilled into the retaining wall to insert reinforcing bars or PC steel wire, and then grouting mortar. It is a method of fastening the retaining wall by making anchors on the back, and drilling the earthen wall with earth drill instead of the brace, and inserting a reinforcing material such as reinforcing bars or PC steel wire in it, grouting it around with mortar, and hardening it. An earthen membrane is used to fix steel wires or rebars by applying tensile force.
The ground anchor (ground anchor) means a nail that is put on the ground like the description, and it has the effect of tying the ground and the structure into one aggregate. In general, the earth anchor structure is used in various ways such as support for temporary mound walls, reinforcement of dams, buoyancy anchors of underground structures, slope reinforcement, and the part that contributes to settlement by grout is called a settlement site, and the other parts are free. It is called the chapter.
As shown in FIG. 5, the conventional earth anchor is screwed to the tip contact part 2 of the steel material inserted into the boring hole of the ground and the tip contact part 2, but the fixing material, such as cement, is fixed thereto. A hollow steel sleeve 4 having a predetermined length having a
However, in the conventional earth anchor as described above, the front contact portion 2, the steel sleeve 4, and the expansion port 5 are made of individual parts, so that the manufacturing time of the earth anchor is increased due to the direct coupling of the respective parts. It's happening.
Then, the expansion tube 5 is expanded to fit the size of the waveform transmission tube 6, even if the skilled person during manual expansion operation is expanded to fit the diameter of the waveform transmission tube 6 There is a problem that is quite difficult to be coupled to the wave transmission tube to the expansion hole (5), by using a separate heat shrink rubber to prevent the inflow of water into the expansion hole.
In addition, even when the waveform transmission tube 6 and the expansion tube 5 are combined using the
The present invention was devised in view of the above situation, and an object of the present invention is to integrate the anchor cap composed of the grouting material inlet and the expansion connection to mass produce a standardized product so as to reduce the manufacturing cost of the earth anchor. There is.
In addition, the corrugated pipe is screwed to fit snugly in the expansion pipe connecting portion of the integrated anchor cap to prevent water inflow into the integrated anchor cap and to prevent damage of the corrugated pipe itself due to the fluctuation of the corrugated pipe.
In addition, the outer periphery of the integral anchor cap or corrugated pipe includes a water-expandable index member on the inner threaded portion of the expansion connection portion as well as a circular water repellent wall formed at the inlet of the grouting material, so that the water in the ground flows into the integrated anchor cap. To prevent it.
And, by installing an impact relief member at one end of the grouting material inlet portion to mitigate the impact delivered to the integral anchor cap when the earth anchor is installed.
The present invention for achieving the above object is installed in the drilling hole of the cut surface is used in the ground anchor structure used to fix the ground of civil engineering or building structure, is installed to be inserted into the inner side of the drilling hole grouting material is introduced into the inside An integral anchor cap formed of a hollow grouting material inlet formed with an inlet to be formed integrally with the grouting material inlet and having an expansion connection in a state in which a screw thread is formed; Corrugated pipe screwed into the expansion pipe connecting portion of the integrated anchor cap; A support cone installed at the inlet side of the drilling hole, the support cone having a plurality of wedge installation holes for penetration of the PC steel wire; And a split wedge installed in the wedge mounting hole of the support cone to press and fix the outer circumference of the PC steel wire passing through the support cone.
In addition, when one side end of the grouting material inlet impacts the inner bottom surface of the drilling hole, an impact mitigating member is installed at one side end of the grouting material inlet so as to mitigate the impact caused by the collision to the integrated anchor cap. The inner diameter of the expansion pipe and the outer diameter of the corrugated pipe are configured to have the same diameter, so that the corrugated pipe is loosely screwed to the expansion pipe.
In addition, a water-expandable index member is applied to the inner thread of the expansion pipe portion so as to prevent moisture in the ground from flowing along the outer circumference of the corrugated pipe and into the expansion pipe portion, and the grouting material of the integrated anchor cap is introduced. The portion is formed to protrude outward from the outer periphery of the grouting material inlet, and the water barrier wall prevents water from flowing into the coupling portion of the integral anchor cap and the corrugated pipe through the outer periphery, starting from the end of the grouting material inlet. Is formed, and a water-expansion index material is applied to the order wall.
According to the present invention, the anchor cap consisting of the grouting material inlet and the expansion connection unit is integrally formed as described above, so that a standardized product can be produced in large quantities, thereby reducing the manufacturing cost of the earth anchor.
In addition, since the corrugated pipe is screwed into the expansion pipe connecting portion of the integrated anchor cap without being loose, it is possible to prevent the breakage of the integrated anchor cap and the corrugated pipe due to water inflow into the integrated anchor cap or the fluctuation of the corrugated pipe.
In addition, the water-expandable index member is applied to the inner thread portion of the expansion joint to which the outer periphery or corrugated pipe of the integrated anchor cap is coupled, and a water-order wall is formed at the inlet of the grouting material to prevent water from entering the interior of the integrated anchor cap. You can do it.
In addition, the shock absorbing member is installed at one end of the grouting material inlet, so that the impact caused by the collision with the ground when the earth anchor is installed can be alleviated.
1 is a state diagram showing a state of the earth anchor structure having an integrated anchor cap according to the present invention,
Figure 2 is a state diagram showing a separated state of the earth anchor structure having an integrated anchor cap according to the present invention,
Figure 3 is a side view showing a state in which the water expansion index material is applied to the order wall of the integral anchor cap according to the present invention,
Figure 4 is a state diagram showing the separation state of the split wedge according to the earth anchor structure having an integrated anchor cap of the present invention,
Figure 5 is a side view showing a state of the conventional earth anchor.
Hereinafter, with reference to the accompanying drawings will be described in detail the earth anchor structure having an integrated anchor cap according to the present invention. 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.
In the following description of the present invention, it is to be understood that the terminology used herein is for the purpose of describing the exemplary embodiments of the present invention and is not intended to limit the scope of the present invention. May be exaggerated for clarity and convenience of explanation, and the embodiments described in the present specification and the constitutions shown in the drawings are merely the most preferred embodiments of the present invention, and not all of the technical ideas of the present invention It is to be understood that various equivalents and modifications may be substituted for those at the time of the present application.
1 is a state diagram showing a state of the earth anchor structure having an integrated anchor cap according to the present invention, Figure 2 is a state diagram showing a separated state of the earth anchor structure having an integrated anchor cap according to the present invention, Figure 3 is a present invention Figure 4 is a side view showing a state in which the index material is applied to the order wall of the integral anchor cap according to, Figure 4 is a state diagram showing the separation state of the split wedge according to the earth anchor structure having an integrated anchor cap of the present invention.
Earth anchor structure having an integral anchor cap according to the invention is installed to be inserted into the drilling hole of the cut surface, the anchor anchor structure used to fix the ground of civil engineering or building structure, integral anchor cap connected to the inside of the
Looking at the one-piece anchor cup, the one-
That is, the one-
In addition, the expansion
In addition, the inner diameter of the
At this time, a water-expandable index member is applied to the inner thread of the expansion
Then, taping may be performed as necessary on the connection portion between the
By manufacturing the integrated
When the
In addition, since the corrugated pipe in the normalized state is screwed to fit the expansion pipe fitting portion is loosely coupled to the expansion pipe connecting portion as in the prior art, the problem that the corrugated pipe is rubbed by the expansion pipe connecting portion when the corrugated pipe is rocked and broken does not occur.
In addition, the integrated
That is, after drilling a hole with a predetermined length toward the rear surface from the inside of the retaining wall using a perforator, the
In addition, the
That is, the
The shock absorbing member is formed in the integral anchor cap of the present invention as described above to prevent the integral anchor cap from being broken when the earth anchor is installed, and to the inner thread of the
Here, the reason why it is important to prevent the inflow of water into the
However, when the PC steel wire located inside the
Therefore, the present invention is configured to prevent the water in the ground from being introduced into the integrated anchor cap repeatedly while the integrated anchor cap is made by a simple structure.
The
And, the
That is, the
Here, looking at the
At this time, the inner periphery of the divided
Although the three divided
In addition, the side surface of the
Forming the outer diameter of the
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be < RTI ID = 0.0 > appreciated by one of ordinary skill in the art, that various changes and modifications may be made without departing from the scope of the invention. Therefore, the scope of the present invention is not limited to the above-described embodiments, but should be determined by equivalents to the claims, as well as the following claims.
10: one-piece anchor cap 11: grouting material inlet
13: inlet port 15: expansion connection
18: order wall 19: water-expansion index material
20: corrugated pipe 30: support cone
31: Wedge Installer 40: Split Wedge
41: divided piece 43: protruding jaw
45: elastic member 48: through hole
50: shock absorbing member
Claims (6)
An integrated anchor cap which is installed to be inserted into the inner side of the perforation hole but is formed integrally with the hollow grouting material inlet formed with an inlet so that the grouting material is introduced into the inside and the grouting material inlet with the expansion connection in a state where the screw thread is formed. ;
Corrugated pipe screwed into the expansion pipe connecting portion of the integrated anchor cap;
A support cone installed at the inlet side of the drilling hole, the support cone having a plurality of wedge installation holes for penetration of the PC steel wire;
Earth wedge structure having an integrated anchor cap, characterized in that it comprises a; wedge is installed in the wedge mounting hole of the support cone is divided wedge for pressing and supporting the outer periphery of the PC steel wire passing through the support cone.
When one side end of the grouting material inlet impacts the inner bottom surface of the punching hole, an impact mitigating member is installed at one side end of the grouting material inlet to mitigate the impact caused by the collision to the integral anchor cap An earth anchor structure having an integral anchor cap.
The inner diameter of the expansion pipe portion and the outer diameter of the corrugated pipe is configured to have the same diameter so that the corrugated pipe screwed to the expansion pipe portion loosely anchor structure having an anchor cap, characterized in that the screw.
An earth anchor having an integral anchor cap on the inner thread of the expansion pipe connection part is coated with a water expansion index member to prevent water in the ground flowing along the outer circumference of the corrugated pipe and flows into the expansion pipe connection part. Structure.
The grouting material inlet of the integrated anchor cap is formed so as to protrude outward from the outer periphery of the grouting material inlet, and the moisture in the ground is coupled to the integral anchor cap and the corrugated pipe through the outer periphery, beginning with the end of the grouting material inlet. An earth anchor structure having an integrated anchor cap, characterized in that the order wall is formed to prevent flow into the site.
An earth anchor structure having an integral anchor cap, characterized in that the water expansion index is applied to the order wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020120094899A KR20140029675A (en) | 2012-08-29 | 2012-08-29 | Earth anchor apparatus with integrated anchor cap |
Applications Claiming Priority (1)
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KR1020120094899A KR20140029675A (en) | 2012-08-29 | 2012-08-29 | Earth anchor apparatus with integrated anchor cap |
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KR20140029675A true KR20140029675A (en) | 2014-03-11 |
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KR1020120094899A KR20140029675A (en) | 2012-08-29 | 2012-08-29 | Earth anchor apparatus with integrated anchor cap |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108049402A (en) * | 2018-01-25 | 2018-05-18 | 西南科技大学 | Prestressed anchor |
CN110469056A (en) * | 2019-07-05 | 2019-11-19 | 东南大学 | A kind of combined type anchorage and preparation method for fibre reinforced composites drag-line |
CN114016442A (en) * | 2021-11-26 | 2022-02-08 | 湖北鑫海众成建设工程有限公司 | Bridge reinforcing device convenient to disassemble and assemble and using method thereof |
-
2012
- 2012-08-29 KR KR1020120094899A patent/KR20140029675A/en active IP Right Grant
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108049402A (en) * | 2018-01-25 | 2018-05-18 | 西南科技大学 | Prestressed anchor |
CN108049402B (en) * | 2018-01-25 | 2023-06-16 | 西南科技大学 | Prestressed anchor rod |
CN110469056A (en) * | 2019-07-05 | 2019-11-19 | 东南大学 | A kind of combined type anchorage and preparation method for fibre reinforced composites drag-line |
CN110469056B (en) * | 2019-07-05 | 2021-03-26 | 东南大学 | Combined anchorage device for fiber reinforced composite material inhaul cable and preparation method |
CN114016442A (en) * | 2021-11-26 | 2022-02-08 | 湖北鑫海众成建设工程有限公司 | Bridge reinforcing device convenient to disassemble and assemble and using method thereof |
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