KR20140101483A - Apparatus for holding a wire strand of anchor - Google Patents

Apparatus for holding a wire strand of anchor Download PDF

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Publication number
KR20140101483A
KR20140101483A KR1020130014343A KR20130014343A KR20140101483A KR 20140101483 A KR20140101483 A KR 20140101483A KR 1020130014343 A KR1020130014343 A KR 1020130014343A KR 20130014343 A KR20130014343 A KR 20130014343A KR 20140101483 A KR20140101483 A KR 20140101483A
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KR
South Korea
Prior art keywords
sleeve
strands
anchor
packer
grout
Prior art date
Application number
KR1020130014343A
Other languages
Korean (ko)
Inventor
신종덕
전구호
김홍업
김봉찬
Original Assignee
(주)대영
롯데건설 주식회사
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by (주)대영, 롯데건설 주식회사 filed Critical (주)대영
Priority to KR1020130014343A priority Critical patent/KR20140101483A/en
Publication of KR20140101483A publication Critical patent/KR20140101483A/en

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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
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • 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
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
    • 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
    • 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

Abstract

The present invention relates to an anchor steel strand holding device capable of imparting a tensile force over the entire length of strands by supporting the strands of the anchor at the position passing through the sleeve of the underground continuous wall in a central portion of the order packer, .
A steel wire holding apparatus for an anchor according to the present invention comprises: a sleeve inclined to an underground continuous wall; a perforation hole which is inclined to the ground and penetrates through the sleeve to a predetermined depth; Wherein the grouting hose is made of a single bundle of strands and two or more strands of strands each having an anchor body at one end thereof, and strands of the anchor which is an internal space of the sleeve and grout hoses, And an auger packer having a tube shape and a through hole formed at a central portion thereof. The stiffeners and the grout hose of the anchor are positioned at the lower floor of the secondary packer and the sleeve at a position in contact with the secondary packer in the inner space of the sleeve. So that the stiffener preventing member is provided.

Description

[0001] APPARATUS FOR HOLDING A WIRE STRAND OF ANCHOR [0002]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor steel strand holding apparatus installed through an underground continuous wall and more particularly to a steel strand holding apparatus for anchor steel strand holding apparatus, To an anchor steel strand holding device capable of imparting a tensile force over the entire length of strands.

As widely known, the construction of the diaphragm walls or slurry walls constructions for the trenching works is mainly used to prevent the collapse of the section and the penetration of the groundwater, Because it is used for earth wall, it is easy to maximize the land utilization rate according to the progress of construction technology and equipment, and it is possible to form a safe wall with high rigidity with low vibration and low noise in a densely populated area in urban areas. It is also used as a wall.

Such an underground continuous wall method uses a stabilizing liquid such as bentonite to prevent the collapse of the excavation wall while excavating a trench of a predetermined shape in the ground, inserting a reinforcing net thereon, pouring concrete and curing Continuously construct an underground continuous wall.

In this way, the underground continuous wall is constructed as a shape for the trenching work, and then the trenches inside the partitioned by the underground continuous wall are dug out and carried out. At this time, the support structure for supporting the lateral earth pressure of the underground continuous wall is strongly supported Construction. A strut support system and an anchor support system are used for such a support structure.

As shown in FIG. 1, the anchor support system is a structure in which a straight sleeve (2) for building a perforation hole (1) is slantingly provided at a predetermined angle in a reinforcing network of an underground continuous wall A perforation hole 1 is formed in each of the sleeves 2 by using a perforator in the process of constructing the underground continuous wall 3, The strands 6 of the anchor 5 are inserted into the perforation hole 1 through the sleeve 2 and grouted so as to fix the anchor body 8 of the anchor 5 in the perforation hole 1, And reinforcing the ground by tensioning the strands 6 of the strand 5 in the longitudinal direction.

At this time, the sleeve (2) is provided with a packer (7) for cutting off the water flowing through the perforation hole (1) in the ground. This order packer (7) is a double tube type in which both ends are clogged, and a through hole is formed in the center portion thereof.

The order packer 7 is inflated by injecting the grout 7a into the order packer 7 in a state where the strands 6 of the anchor 5 are passed through the center hole of the order packer 7, 7 are in close contact with the outer peripheral surface of the bundle of stranded wires 6 and are closed while the outer peripheral surface of the secondary packer 7 is in close contact with the inner peripheral surface of the sleeve 2. [

 As the grout 7a injected into the secondary packer 7 is cured, the upper portions of the strands 6 inserted into the secondary packer 7 are fixed in the secondary packer 7 in a sealed state. The water in the ground can be prevented from leaking through the inner space of the sleeve 2 by this order packer 7.

However, according to the conventional anchor supporting method, the stranded wires 6 of the anchor 5 are heavy and are bent to some extent in the longitudinal direction. Even when inserted into the perforation hole 1 through the sleeve 2, And the strands 6 of the anchor 5 are inserted into the order packer 7 in the sleeve 2 even if the grout is injected at a predetermined pressure into the sleeve 2, The strand 6 is fixed by the order packer 7 in a state in which the strand 6 is positioned almost intact on the lower bottom of the sleeve 2 without going up to the central portion of the sleeve 2. [

In this state, the grout is pushed and cured in the perforation hole 1 through the grout hose (not shown) which forms one bundle with the strands 6 of the anchor 5, so that the anchor 5, The upper ends of the strands 41 in the bracket 13 fixed to the flange 11 of the sleeve 10 are pulled and tensioned by a strand tension device (not shown) after the sieves 8 are fixed by the grout To fix the upper ends of the stranded wires 41 using the wedge assembly 14 and the stranded wire fixture 12.

Since the upper ends of the stranded wires 6 are drawn and pulled in a state of being folded by the order packer 7 when the upper ends of the stranded wires 6 are pulled and tightly fixed, it is not possible to obtain a function as an anchor without being tense over the entire length of the stranded wires 6. [ .

It is also more likely to be tense only at the strand portion located between the order packer 7 and the wedge assembly 14, thereby locally concentrating the tension on the strands 6 of the portion of the order packer 7, There is a problem that it is difficult to remove the strand when the strand is cut.

In addition, in the conventional anchor supporting system, the grout is not uniformly injected into the order packer 7 when the grout is injected into the order packer 7 as the strand 6 is sagged from the center to the bottom of the order packer 7 There is a problem in that water or grout or the like is leaked from the perforation hole 1 in the ground due to deterioration of the order performance which is a function of the order packer 7.

Particularly, in the conventional anchor supporting system, since the strand 6 and the grout hose (not shown) of the anchor 5 form a bundle and are simply passed through the through hole of the order packer 7, The gap between the outer surface of the grout hose and the outer peripheral surface of the grout hose tends to leak through the clearance between the outer surface of the grout hose and the outer surface of the grout hose, .

In addition, since the strand 6 and the grout hose can not catch the inner main surface of the order packer 7, both ends of the order packer 7 are convexly projected like a hemispherical shape. The jumping phenomenon has a problem that the function as the order packer 7 is inevitably reduced because the stranded wire 6 and the grouting hose as well as the main inner surface of the sleeve can not be pressed and adhered more effectively.

Disclosure of the Invention The present invention has been researched in order to overcome the above-mentioned problems, and it is an object of the present invention to provide a method for preventing the collapse of stranded wires and grout hoses in the under- And to provide a uniform tensioning force over the entire length of the strands of the anchor.

In addition, since the present invention is a structure in which the air gap preventing member is disposed on the outer main surface of each strand and the grout hose and is disposed in the through hole of the secondary packer, when the strands are inserted into the through hole of the secondary packer, Which is elastically deformed while the outer surfaces of the anchors are in contact with each other, thereby preventing voids from being generated between the outer major surfaces of the strands.

According to another aspect of the present invention, there is provided an apparatus for holding a strand of an anchor, the apparatus comprising: a sleeve disposed obliquely to an underground continuous wall; a perforation hole sloped along the sleeve to a predetermined depth; And an anchor having one or more strands and one strut hose each having an anchor body at one end thereof inserted into the lower end of the anchor, and a strut of the anchor, which is an inner space of the sleeve, and a grout hose And an auger packer having a double tube shape with both ends closed and having a through hole formed at the center thereof, wherein the strands of the anchor and the grout hose are inserted into the inner space of the sleeve, And a stiffening member to prevent the bottom of the sleeve from falling down. .

The strand deflection preventing member is characterized by having an outer supporting surface supported and held in contact with an inner main surface of the sleeve and an inner supporting surface for supporting the strands and the grout hose in a position close to the central axis line of the sleeve .

And the central axis of the inner supporting surface is located on the same line as the central axis of the sleeve.

The stranded wires and the grout hose at a position passing through the through hole of the order packer are provided with an air gap preventing member for preventing the generation of air gap between the stranded wires and the outer major surface generated while contacting the grout hose, And is made of an elastic material which is elastically deformed when it is pressed against the strands and the grout hose.

The gap preventive member has a three-dimensional structure in which an insertion hole is formed at a central portion thereof, and a stranded wire or a grout hose is inserted and coupled to the insertion hole of the gap prevention member.

And the air gap preventing member is made of a porous elastic material such as sponge or urethane.

According to the present invention, stranded wires and grout hoses in the sleeve of the underground continuous wall are positioned at the center of the ordering packer by a stranded wire deflection preventing member to prevent sagging to the bottom of the sleeve, Not only can uniform tension be applied over the entire length of the strands, but also facilitates the removal of strands after reinforcing the underground continuous wall.

In addition, since the present invention is a structure in which the air gap preventing member is disposed on the outer main surface of each strand and the grout hose and is disposed in the through hole of the secondary packer, when the strands are inserted into the through hole of the secondary packer, It is possible to prevent voids from being generated between the outer major surfaces of stranded wires due to the elastic deformation of the outer surfaces of the baffle plates, So that the strands can effectively prevent the warping in the through hole of the ordering packer, so that the fixing of the strands can be made very firm.

1 is a view showing a state in which a strand is installed in a sleeve in an anchor supporting method of an underground continuous wall according to the prior art.
2 is a cross-sectional view illustrating a strand holding apparatus according to an embodiment of the present invention.
3 is an exploded perspective view showing a state in which a sleeve, an order packer, a strand wire coupled with a gap preventing member, and the like of the strand holding device according to the present invention are separated.
4 is a cross-sectional view taken along the line AA in Fig.
5 is a cross-sectional view taken along the line BB in Fig.
6 is a view illustrating various possible embodiments of the gap preventing member used in the strand holding apparatus according to the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. For reference, the size, line thickness, and the like of the components shown in the drawings referred to in describing the present invention may be somewhat exaggerated for ease of understanding. It is to be understood that the terms used in the description of the present invention are defined in consideration of the functions of the present invention and thus may vary depending on the user, the intention of the operator, customs, and the like, I will do it.

2 to 5 show a strand holding apparatus according to the present invention.

The apparatus for holding the strand of an anchor according to the present invention is characterized in that after the construction of the underground continuous wall 3 is completed, perforation holes (not shown) are formed in the ground at the inclination angle of the sleeve 10 for each position of the sleeve 10, 1 through the inner space of the sleeve 10 and inserts the anchor 30 into the perforation hole 1 of the ground through the inner space of the sleeve 10 and then installs the order packer 20 in the sleeve 10, The strands 41 of the anchor 40 in the sleeve 10 are stable without being bent when the struts 41 of the anchor 40 are pulled and tightened by tightly pulling the grout under pressure And is effectively supported.

2 to 4, an apparatus for holding a strand of an anchor according to the present invention includes a sleeve 10 sloped in an underground continuous wall 3, a perforation hole Two or more stranded wires 41 having one anchor body 42 at one end and one anchor 40 having one bundle of grout hoses 45 inserted into the lower end portion of the anchor body 1, A secondary packer 20 installed outside the grout hose 45 and the strand 41 of the anchor 40 which is the internal space position of the sleeve 10 and a secondary packer 20 installed in the inner space of the sleeve 10, 20 for preventing the stranded wires 41 and the grout hoses 45 of the anchor 40 from being trapped by the ordering packer 20 and the bottom of the sleeve 10, .

A flange 11 is formed at one end of the sleeve 10 so that the flange 11 is disposed in contact with the continuous wall 1 and the flange 11 of the sleeve 10 is provided with a tensile force A bracket 13 is fixed to fix the upper ends of the strands 41 by means of the wedge assembly 14 and the strand fixture 12.

The order packer 20 is formed in the shape of a double tube having a through hole 21 at its central portion. A fill tube 22 is connected to one side of the order filler 20 and the grout 24 Is inflated into the inside of the order packer 20 as it is injected into the inside of the order packer 20. The order packer 20 is inflated in a state of being inserted into the inner space of the sleeve 10.

The bundle of strands 41 of the anchor 40 is inserted into the perforation hole 1 in the ground and the secondary packer 20 is installed in the sleeve 10 so that the through hole 21 of the secondary packer 20 is inserted into the strand And the grout 24 is injected through the injection tube 22 so that the ordering packer 20 is expanded inside the sleeve 10.

As the secondary packer 20 is expanded inside the sleeve 10, the secondary packer 20 surrounds the outer peripheral surface of the strand 41 located in the through hole 21 and the outer peripheral surface of the strand 41 and the sleeve 10, so that the secondary packer 20 can block the water in the ground from leaking through the sleeve 10 of the underground continuous wall 1.

The strand deflection preventing member 30 is disposed adjacent to the order packer 20 in the sleeve 10 and is disposed adjacent to the outward direction of the orderly packager 20 in the expanded state. The strand deflection preventing member 30 supports the strands 41 such that the strands 41 of the anchor 40 come close to the central axis X1 of the sleeve 10. [

The strand break preventing member 30 includes an outer supporting surface 31 supported in contact with the inner main surface of the sleeve 10 and an inner supporting surface 32 supporting a bundle of strands 41 of the anchor 40 I have. The strand sag preventing member 30 is a strand sag preventing member 30 which is supported in contact with the inner main surface of the sleeve 10 by the outer supporting surface 31 and is inserted into the through hole 21 of the secondary packer 20 by the inner supporting surface 32, The strands 41 are positioned close to the central axis X1 of the sleeve 10 so that the strands 41 are deflected from the through holes 21 of the order packer 20 to the bottom .

When the bundle of strands 41 is prevented from sagging from the through hole 21 of the order packer 20 to the lower floor, the upper ends of the strands 41 at the ends of the brackets 13 are pulled and tightened, The reinforcing bars 41 are arranged along the central axis X1 of the sleeve 10 without being bent in parallel to the longitudinal direction of the perforation hole 1 when the reinforcing bars 41 and 42 are fixed by the fixing line 12 and the strand- 41, it is possible to effectively apply appropriate tension to the entire length of the strands 41, and to easily remove the strands 41 after the reinforcing of the underground continuous wall 3.

4, the outer support surface 31 and the inner support surface 32 are formed in a semicircular ring structure. The strand deflection preventing member 30 may be any shape as long as it can position the strands 41 on the central axis of the sleeve 10. [

It is preferable that the strand break preventing member 30 of the semicircular ring structure is formed such that its central axis X2 is located on the same line as the central axis X1 of the sleeve 10. [ It is more preferable that the center axis of the inner supporting surface 32 of the strand break preventing member 30 is formed so as to be located on the same line as the central axis X1 of the sleeve 10, It is possible to more effectively prevent the sagging of the strands 41 due to the sagging.

Since the strand break preventing member 30 supports the strands of the anchor 40 and the bundle of the grout hoses 45, the strand should be provided so as not to collapse when installed in the sleeve 10 , And therefore the thickness thereof is preferably set to be about 40 to 100 mm. It is also possible to use a lightweight synthetic resin, particularly a synthetic resin, rather than a metal.

The strands 41 and the grout hoses 45 passing through the through holes 21 of the order packer 20 are circular in cross section so that the outer major surfaces of the grout hoses 45 are in contact with each other and voids are generated therebetween. An air gap preventing member 50 is coupled to the outer circumferential surfaces of the strands 41 and the grout hoses 45, respectively.

The air gap preventing member 50, which is coupled to the outer main surface of the strand 41, is made of an elastic material elastically deformable by an external force. In particular, the air gap preventing member 50 is made of a porous elastic material having fine holes therein such as sponge, urethane, etc., so that the grout flowing out of the perforation hole 1 is blocked while passing through the fine hole, And acts as a friction material to be brought into close contact with the through holes 21 of the order packer 20.

As shown in FIGS. 4 and 5, the air gap preventing members 50, which are joined to the outer circumferential surfaces of the grout hoses 45 and the respective strands 41 at the positions passing through the through holes 21 of the order packer 20, The outer surfaces 52 of the preventing members 50 are elastically deformed while contacting with each other, thereby closing the air gap generated between the outer major surfaces of the strands 41.

In addition, the grooved grooves of the air gap prevention member 50 are formed in the through holes 21 of the order packer 20 by the grout, So that the strands 41 can be effectively prevented from being thrown in the through holes 21 of the order packer 20. [

As shown in FIG. 3, the gap preventive member 50 has a three-dimensional structure in which an insertion hole 51 is formed at the center thereof. The gap prevention member 50 has a stripline 41 May be coupled through an adhesive or the like in a state in which the outer main surface of the main body is fitted.

On the other hand, the outer surface 52 of the gap preventing member 50 has a rectangular shape as shown in FIGS. 3 and 6 (a), a hexagonal shape as shown in FIG. 6 (b) Or may be formed in a circular structure having a shape as shown in Fig. 6 (d).

The anchor 40 is a bundle of two or more stranded wires 41 and one grout hose 45 each having an anchor body 42 at one end and the stranded wires 41 are all wrapped in a sheath Is a strand-removing anchor capable of releasing and removing a strand held by the wedge on the anchor body (42).

A perforation hole 1 having an inclination and a predetermined depth is formed at each position of the sleeve 10 of the underground continuous wall 3 so that the sleeve 10 The strands 41 of the anchor 40 and the bundle of grout hoses 45 are inserted in the lower end portion of the perforation hole 1 through the anchor 40 so that the anchor body 42 of the anchor 40 is positioned.

Thereafter, the bundle packer 20 is installed in the sleeve 10 so that the bundle of the stranded wires 41 and the grout hose 45 is positioned in the through hole 21 of the order packer 20, The air gap preventing member 50 is sandwiched between the stranded wires 41 at the position passing through the through hole 21 of the grout hose 45 and the outer main surface of the grout hose 45 respectively and then the strands of the stranded wires 41 and the grout hoses 45 Is installed in the sleeve (10) at a position adjacent to the order packer (20) so that the stranded line deflection preventing member (50) At this time, the stranded wires 41 are located at the middle portion of the through hole 21 of the sleeve 10 and the ordering packer 20, which is the center line thereof, by the stranded wire deflection preventing member 50.

In this state, when the grout 24 is injected into the secondary packer 20 through the injection pipe 22 of the secondary packer 20, the secondary packer 20 is inflated to the inside and outside of the primary packer 20, Encloses the outer main surface of the strand 41 located in the through hole 21 and closes the space between the outer main surface of the strands 41 and the inner main surface of the sleeve 10. [

After the grout of the secondary packer 20 is cured, the grout is pressurized to a predetermined pressure through the grout hose 45 which forms a bundle with the strands 41 of the anchor 40, The grout is raised from the lower part toward the upper part and then the strands 41 at the position passing through the through hole 21 of the secondary packer 20 and the fine holes of the air gap preventing members 50 provided at the grout hose 45 The wall of the through hole 21 of the secondary packer 20 and the gap preventive members 50 are prevented from being damaged due to the leakage of the grout through the grout, The gap between the outer major surfaces of the stranded wire 41 can be completely blocked. Therefore, it is possible to prevent leakage of water in the ground through the sleeve 10 of the underground continuous wall 1.

After the grout in the perforation hole 1 is cured, the upper end of the strands 41 of the anchor 40 at the end of the bracket 13 fixed to the flange 11 of the sleeve 10 is clamped by a strand tension device (not shown) The upper ends of the stranded wires 41 are fixed using the wedge assembly 14 and the stranded wire fixture 12. At this time, the strands 31 of the anchor 30 are supported by the strand break preventing member 50 and are arranged at the central portion of the center line of the sleeve 10 and the order packer 20, so that the strands 41 of the anchor 40 The tension of the strands 41 of the anchor 40 does not occur in the sleeve 10 but becomes parallel to the tension in the sleeve 10.

In this way, since the stranded wires 41 are arranged in parallel without bending, it is possible to easily remove stranded wires after reinforcing the underground continuous wall.

While the present invention has been described in connection with what is presently considered to be practical exemplary embodiments, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. .

10: Sleeve 11: Flange
20: order packer 21: through hole
24: grout 30: stiffening line deflection member
31: outer supporting surface 32: inner supporting surface
40: Anchor 41: Stranded wire
42: anchor body 50: air gap preventing member
51: insertion hole 52: outer surface

Claims (6)

A sleeve which is slantingly disposed on an underground continuous wall, a perforation hole which is inclined to the ground and perforated to a predetermined depth along the sleeve, and two inserts which are inserted from the sleeve to the lower end of the perforation hole, The struts and one grout hose are formed as one bundle, and the strands of the anchor, which is the inner space position of the sleeve, and the double tubes, both ends of which are installed on the outside of the grout hose, And an ordered packer,
And a strand break preventing member for supporting the strands of the anchor and the grout hose so as not to be squeezed to the lower floor of the sleeve is provided at a position in contact with the order packer in the inner space of the sleeve. The method according to claim 1,
Wherein the strand deflection preventing member has an outer supporting surface supported and held in contact with an inner main surface of the sleeve and an inner supporting surface for supporting the strands so as to be positioned close to the central axis of the sleeve, . The method according to claim 1,
Wherein the stranded wires and the grout hose at a position passing through the through hole of the order packer are provided with an air gap preventing member for preventing air gap between the stranded wires and the outer major surface generated when the grout hose contacts with the stranded wire. Device. The method according to claim 1,
Wherein the bore prevention member is made of an elastic material which is elastically deformed when it is engaged with each of the stranded wires and the outer main surface of the grout hose and makes contact with each other. The method according to claim 1,
Wherein the gap preventive member has a sloped structure in which an insertion hole is formed at a central portion thereof, and a stranded wire is inserted and coupled to the insertion hole. The method of claim 5,
Wherein the gap preventing member is made of a porous elastic material.
KR1020130014343A 2013-02-08 2013-02-08 Apparatus for holding a wire strand of anchor KR20140101483A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339095A (en) * 2018-11-26 2019-02-15 中国冶集团有限公司 Retaining wall drainage system and its wall carry on the back loaded filter construction method
CN111779005A (en) * 2020-07-23 2020-10-16 马鞍山斯博尔机械技术服务有限公司 Slope supports reinforcement equipment for geotechnical engineering
CN113463657A (en) * 2021-07-15 2021-10-01 北京地矿工程建设有限责任公司 Underwater anchor cable construction process

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339095A (en) * 2018-11-26 2019-02-15 中国冶集团有限公司 Retaining wall drainage system and its wall carry on the back loaded filter construction method
CN109339095B (en) * 2018-11-26 2021-04-02 中国一冶集团有限公司 Retaining wall drainage system and wall back inverted filter layer construction method thereof
CN111779005A (en) * 2020-07-23 2020-10-16 马鞍山斯博尔机械技术服务有限公司 Slope supports reinforcement equipment for geotechnical engineering
CN113463657A (en) * 2021-07-15 2021-10-01 北京地矿工程建设有限责任公司 Underwater anchor cable construction process

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