KR100780088B1 - Internal fixer for anchor having releasable tensioning steel wire - Google Patents

Abstract

The present invention relates to an internal fixing agent of an anchor for removing a tension member, and when a tensile force is applied to the tension member after construction, the wedge receiving body moves forward in the tension direction together with the wedge unit and is fixed, thereby releasing the wedge unit when the tension member is released. The tension member can be secured, and the tension wedge is opened by the resilient force of the spring, along with the repulsive force or the force of striking the tension member from the outer side as the wedge receiving body is fixed, and the force of striking the tension member from the outside. It is to be able to remove simply and reliably.

Inner fixing agent of the tension member removal type anchor of the present invention, the tube insertion fixing hole 11 and the body seating groove 13 through which the tension member 50 is formed concentrically and the wedge on the inner surface of the body seating groove 13 A first outer body 10 provided with a receiving body supporting means; A wedge receiving body 30 seated by the wedge receiving body supporting means of the body seating groove 13 and having a cone-shaped wedge seating hole 31 in which the split wedge 41 is seated; A wedge unit 40 seated in the wedge seating hole 31 of the wedge receiving body 30 and including three split wedges 41 formed in a cone shape to grip the tension member 50; To support the wedge receiving body 30 seated in the body seating groove 13 of the first outer body 10 and the wedge unit 40 installed in the wedge seating hole 31 of the wedge receiving body 30. It characterized in that it comprises a; second outer body 20 to be covered.

Tension Removal, Anchor, Internal Fixing Agent, Wedge Unit, Compression Coil Spring

Description

Internal fixing agent of anchor for removing tension material {INTERNAL FIXER FOR ANCHOR HAVING RELEASABLE TENSIONING STEEL WIRE}

1 is a cross-sectional view showing the internal fixing agent of the tension material removal anchor of an embodiment according to the present invention,

2 is an exploded perspective view of FIG. 1;

Figure 3a is a cross-sectional view of the tension member in the internal fixing agent according to the present invention,

Figure 3b is a cross-sectional view showing a state that the bite is completely released from the wedge unit in the internal fixing agent of the present invention,

4a to 4g are views showing embodiments of the wedge receiving body support means in the internal fixation of the present invention,

Figure 5a is a cross-sectional view showing an embodiment of a state in which the wedge return means of the wedge unit is added to the internal fixing agent of the anchor for removing the tension material of the present invention,

Figure 5b to 5d is a view showing to explain the process of the tensioning material is gripped and released in the internal fixation agent of the present invention,

Figure 6 is a cross-sectional view showing another embodiment of a state in which the wedge return means of the wedge unit is added to the internal fixing agent of the anchor for removing the tension material of the present invention,

7a to 7c are views showing embodiments of a state in which the support means of the wedge unit is added to the internal fixing agent of the tension member removal anchor of the present invention.

<Description of the symbols in the main part of the drawing>

10: first outer body 11: tube insertion fixing hole 13: body seating groove

13a: support protrusion 13b, 13c: ring groove 14: support O-ring

15: metal ring 17: spring seating groove 17a: fixing protrusion

20, 20a: Second outer body 30: Wedge receiving body 31: Wedge seating hole

32, 33: outer ring groove 40: wedge unit 41: split wedge

42: first hole 43: o-ring 44: inner ring groove

45: cap member 50: tension member 51: tension member tube

52: reinforcing member 53: airtight packing member 60: wedge return member

61: ring member 70: elastic support member 71: compression cover

The present invention relates to an internal fixing agent of the anchor for removing the tension member, and more particularly, the wedge receiving body is fixed while moving forward in the tension direction together with the split wedge when the tension member is tensioned, thereby reliably releasing the wedge unit when the tension force of the tension member is released. It is possible to secure a moving space for the wedge, and the split wedge is pushed by the restoring force of the spring together with the force of hitting the repulsive force or tension force from the outside side by releasing the tension of the tension member while the wedge receiving body is fixed. The present invention relates to an anchoring agent for a tension member removal anchor that can remove a tension member simply and reliably.

In general, ground anchors are mainly used in civil engineering works such as earthquake construction, tunnel shaft stabilization, stonework and retaining wall reinforcement, and these ground anchors are drilled in the ground of the location to be drilled using a drill and grouted in this hole. Insert the inner body including the hose, the tension member and the internal fixing agent.Inject the grout through the grout hose, and when the injected grout is cured with the inner body, the external fixing agent is fastened to the other end of the tension member, and then the tension member is inserted. By pulling with a tensioner, the grout and the ground are pulled to reinforce the soft ground.

Such ground anchors have the advantages of effective construction management and shortening of air in urban construction, but when the construction of the adjacent area is carried out later, the excavating equipment and Loss of drilling equipment and air delay occurred. In order to solve this problem, it is the ground anchor for removing the tensioning material that can remove the tensioning material in accordance with the construction process after completion of the excavation work.

A number of internal fixing agents suitable for the ground anchor for removing the tension member have been proposed, and two of them will be described by extracting them. First, the present applicant has filed and patented, which is Korean Patent No. 10-0447967 because the wedge unit is elastically supported by a spring in the wedge installation space of the anchor body and the tension member is inserted into the wedge unit is gripped The process of gripping the tension member by striking some strands that make up the tension member and momentarily the wedge unit is pushed out to release the bite and inserting some strands of the tension member, and then inserting the wedge unit into the wedge installation space by the elastic force of the spring. By repeating a number of times the end of the tension member except for the strand of the tension member is hit by the wedge unit is released from the wedge unit the moment the tension member is released because the tension member is removed by pulling out the tension member.

In the internal fixing agent applied to the applicant's registered patent as described above, the tensile material is pulled out by hitting some strands of the tensile material so that the tensile material is pushed out so that the tensile material is removed even if the water penetrates into the anchor head which is the internal fixing agent. Although it is surely removed, since the number of strikes of a portion of the tension member is usually hit about a dozen times, there is a problem that the work efficiency is lowered and the work is more severe and the work can be avoided as the work continues.

In addition, the internal fixing agent for removing the tension material of the Republic of Korea Utility Model Registration No. 20-0309952 is inserted into the tension member through the plate spring and the body to the split wedge and the repulsive force transmission cap, the elastic spring installed on the upper side of the repulsive force transmission cap The split wedge was seated on the body because it was hung on the fixing jaw of the cover cap and the body was elastically installed in the main housing.

The internal fixing agent for removing the tension material of the registered utility model configured as described above is to tension the plate spring by moving the repulsive force transmission cap and the body coupled to the split wedge together with the split wedge to compress the plate spring. Later, when the tension member is cut, the split wedge is moved together with the repulsive force transmission cap by the repulsive force so that the elastic spring of the repulsive force transmission cap is caught by the locking groove of the cover cap, and the split wedge is separated from the body to some extent in this position. The split wedge then expands to remove the tension by pulling out the tension.

However, in the internal fixing agent for removing the tension material of the registered utility model disclosed above, the resilience transfer cap and the split wedge are moved by the repulsive force when the tension material is cut, so that the body is also moved in the same direction, so the expansion of the split wedge is uncertain. And, in order to prevent this, the length of the main body has to be provided so that there is a problem that the raw material cost increases.

In particular, since most of the cutting of the tensile material is cut by using an oxygen cutting machine, the tensile material is not instantaneously cut, but one or two strands of the tensile material are sequentially cut, so that the repulsive force of the tensile material is gradually released in three to four steps. The elastic spring installed on the upper part of the repelling force transmitting cap cannot reach the locking groove of the cover cap only by the repulsive force. As a result, the elastic spring installed on the upper part of the repelling force transmitting cap is not fixed to the locking groove of the cover cap. There is a problem that can not be expanded properly because it can not but stay in a seated state, which in turn can not remove the tension member.

The present invention has been researched and developed in order to solve the conventional problems as described above, and lists the object.

Firstly, when the tensile force is applied to the tension member after construction, the wedge receiving body moves forward in the tension direction together with the wedge unit holding the tension member and is fixed, thus securing a moving space for releasing the wedge unit when the tension member is released. The wedge receiving body is fixed by removing the tension of the tension member in the fixed state, or the force of the split wedge is pushed out by the force striking the tension member from the outside, so that the tension member can be easily and reliably removed.

Secondly, when the tension member is tensioned by adding a wedge return member to the lower part of the body seating groove of the first outer body and then cut to remove and remove the wedge unit, the wedge unit is pushed out of the wedge seating hole of the wedge receiving body. The split wedge of the opening is to facilitate the release of the bite of the tension member.

Thirdly, when the tension member is pressurized, the split wedge is pushed out of the wedge seating hole of the wedge receiving body and the split wedge is expanded to insert the end of the tension member into the split wedge. By the split wedge is inserted into the wedge seating hole of the wedge receiving body, the tension member is held so that the assembly of the tension member is made simple and easy simply by pressing and placing the tension member.

Fourth, by providing a cap member to protrude to the upper portion of the wedge unit, the elastic support member is seated in the wedge unit and fitted to the outside of the cap member protruding to the upper portion, so that there is no deviation or shake of the elastic support member, thereby ensuring accuracy of operation. In particular, since the end of the tension member inserted from the tube insertion fixing hole of the first outer body is inserted into the cap member through the split wedge, the grip member is firmly gripped and the tighter the split wedge grips the tension member, Since the tension of the tension member is released and its diameter is expanded to some extent, it is to make the grip more secure as if the jaw is formed in the tension member.

Fifth, the elastic support member and the wedge return member of the wedge unit are fitted to the outside of the cap member protruding to the upper portion of the wedge unit, or the compression coil spring supporting the bottom of the wedge unit of the wedge unit to minimize the number of parts to reduce the cost Of course, to improve the work efficiency.

Internal fixing agent of the tension material removal anchor of the present invention for achieving the above object, the tube insertion fixing hole and the body seating groove through which the tension material penetrated is formed concentrically and the wedge receiving body support means is provided on the inner surface of the body seating groove A first outer body; A wedge receiving body seated by the wedge receiving body supporting means of the body seating groove and formed with a cone-shaped wedge seating hole in which the split wedge is seated; A wedge unit installed in the wedge seating hole of the wedge receiving body and including three split wedges formed in a cone shape to hold a tension member; And a second outer body which is covered to support the wedge receiving body and the wedge unit installed in the wedge seating hole of the wedge receiving body on the upper portion of the first outer body.

The second outer body is provided in a shape that is covered to support the wedge receiving body seated in the body seating groove of the first outer body, the second outer body is a resilient wedge unit installed in the wedge seating hole of the wedge receiving body It is characterized in that the resilient support member is pushed into the wedge seating hole while supporting the seat.

Wedge receiving body support means of the first outer body in the internal fixing agent of the tension member removal anchor according to the present invention until the wedge receiving body with the wedge unit to reach the bottom of the body seating groove when a predetermined tension force to pull the tension member is applied It is enough if it is fixed forward.

The wedge receiving body support means has a support protrusion protruding on the inner surface of the body seating groove, the support protrusion may be formed in a plurality of parts by partially partitioning the inner surface of the ring-shaped or body seating groove over the entire circumference of the body seating groove. The shape of the support protrusion may be any shape such as a round cross section, a square cross section, a trapezoidal cross section, or the like.

In addition, the wedge receiving body support means may be formed in a tapered shape that the diameter of the body seating groove becomes smaller as it enters the inner surface.

The wedge receiving body supporting means supports at least one end of the wedge receiving body and at least one support o-ring on the inner surface of the body seating groove so that the wedge receiving body is held in close contact with the outer surface of the wedge receiving body when the wedge receiving body is advanced by the tension member. It can be provided with a metal ring of, and when the c-type metal ring is applied to the outer surface of the wedge receiving body can form a ring groove that takes the metal ring when the wedge receiving body is advanced by the tension member.

In addition, a c-type metal ring may be provided on the outer surface of the wedge receiving body. In this case, a ring groove should be provided on the inner surface of the body seating groove.

In the inner fixing agent of the tension member removal anchor according to the present invention in the body seating groove of the first outer body to the wedge seating hole of the wedge receiving body when the wedge receiving body is advanced and fixed together with the wedge unit by the tension force applied to the tension member A wedge return member may be added to push the installed wedge unit.

The wedge return member may be a compression coil spring, and a ring member having a flange may be added to one end of the wedge return member to support the lower end of the split wedge.

The wedge return member may be provided with a spring seating groove for installing the wedge return member at the bottom of the body seating groove, and a fixing protrusion for fixing the end of the wedge return member at the bottom of the spring seating groove.

In the internal fixing agent of the tension member removal anchor according to the present invention, the second outer body may be provided with an elastic support member for pushing the wedge unit into the wedge seating hole of the wedge receiving body and seating the elastic support member, as well as the wedge returning member. Compression coil spring is sufficient, and the inner ring groove of the upper portion of the split wedge constituting the wedge unit may be provided with a cap member for mounting the elastic support member and at the same time to insert the tension member more deeply.

In addition, between the split wedge and the resilient support member may be provided with a compression cover that is positioned on the split wedge while being positioned outside the cap member in order to secure the expansion of the split wedge.

Hereinafter, the internal fixing agent of the tension member removal anchor of the present invention will be described in detail with reference to the accompanying drawings.

1 is a cross-sectional view showing the internal fixing agent of the tension material removal anchor of an embodiment according to the present invention, Figure 2 is an exploded perspective view of FIG.

As shown in the figure, the internal fixing agent of the tension member removal anchor of the present invention is provided with a wedge accommodation body 30 in the first and second outer bodies 10 and 20, and in the wedge accommodation body 30, The unit 40 is inserted and supported by the second outer body 20 so as not to be pushed out, and the wedge unit 40 is pulled from the tube insertion fixing hole 11 of the first outer body 10 by the tension member 50. ) Is configured to be gripped when inserted. The tension member 50 is mostly made of 7 steel wire (steel wire) is used, 6 strands of steel wire is arranged around the central steel wire is twisted with a constant pitch.

The first outer body 10 is a concentrically formed at least a tube insertion fixing hole 11 through which the tension member 50 penetrates, and a body seating groove 13 on which the wedge receiving body 30 is seated and supported. The body seating groove 13 is supported together with the second outer body 20 at the rear position of the first outer body 10 until the tensile force is applied to the tension member 50, and the tension member 50 is applied after construction in the ground. When the pulling force is applied, the support protrusion 13a, which is a wedge receiving body support means, which can be fixed by moving (ie, moving forward) the wedge receiving body 30 toward the tube insertion fixing hole 11 together with the wedge unit 40. ) Is provided.

The support protrusion 13a is preferably protruded from 0.1 to 0.5mm from the inner surface of the body seating groove 13, and the reason for limiting the degree of protrusion of the support protrusion 13a is that if the protrusion degree is less than 0.1mm, the tension member It is difficult to exert its function as a support protrusion even if it is so easily crushed even by the weak tensile load applied to (50). When the protrusion degree of the support protrusion 13a is 0.5 mm or more, the external force for crushing the support protrusion must be large. This is because when a tensioner is needed and the wedge receiving body 30 is moved forward, a large shock can be generated and transmitted to the first outer body 10 to adversely affect it.

The wedge receiving body support means is shown as a support protrusion 13a protruding with a jaw in a ring shape over the entire circumference of the body seating groove 13, but the support protrusion 13a has a round cross-section, It may be formed as a rectangular cross section, trapezoidal cross section, etc., of course, may be formed in a plurality of parts by dividing partially on the inner surface of the body seating groove 13, or may be formed with two or more support protrusions. In particular, the inner surface of the body seating groove 13 as shown in FIG.

And the wedge receiving body support means may be provided alone in the body seating groove according to its structure and may be provided together in the body seating groove and the wedge receiving body, the examples are listed.

Figure 4b is a ring groove of the inner surface of the body seating groove 13 so as to support the end of the wedge receiving body 30 while the wedge receiving body 30 is advanced by the tension member 50 to be in close contact with the outer surface of the wedge receiving body 30 (13b) is provided with at least one support o-ring 14,

4C and 4D support the end of the wedge receiving body 30 and the inner surface of the body seating groove 13 to grip the outer surface of the wedge receiving body 30 when the wedge receiving body 30 is advanced by the tension member 50. It is provided with a c-type metal ring 15 that is expandable in the ring groove (13b) of,

In addition, Figure 4e and Figure 4f is a c-shaped metal ring 15 and the wedge receiving body 30 is provided to support the end of the wedge receiving body 30 on the inner surface of the body seating groove 13, the tension member 50 It is provided with a ring groove 32 formed on the outer surface of the wedge receiving body 30 so that the metal ring 15 is caught when pulled by).

And as shown in Figure 4g, the outer ring groove 33 of the wedge receiving body 30 can be provided with a c-type metal ring 15, in this case the ring groove 13c on the inner surface of the body seating groove (13) Must be prepared.

In the case of using the metal ring 15 as the wedge receiving body supporting means as described above, the cross-sectional shape may be circular or the inner surface or the outer surface contacting the wedge receiving body 30 may be curved.

The wedge receiving body 30 has a cone-shaped wedge seating hole 31 in which the wedge unit 40 is seated, and the wedge seating hole 31 has a split wedge 41 of the wedge unit 40 seated therein. When the lower end of the split wedge 41 is formed larger than the lower diameter of the split wedge 41 so as to protrude.

In addition, the edge portion of the wedge receiving body 30 in contact with the wedge receiving body support means is a wedge receiving body support means provided solely on the inner surface of the body seating groove 13 by a load applied when tensioning the tension member 50; Of course, the body seating groove (13) and the wedge receiving body (30) to push the wedge receiving body support means provided to each other to expand or plastic deformation while rounded to facilitate insertion into the bottom of the body seating groove (13) B should be chamfered (chamfered), of course, higher strength than the material of the first outer body 10 should be heat treated.

The wedge unit 40 is installed in the wedge seating hole 31 of the wedge receiving body 30, which forms a circle in the center of the first hole 42 into which the tension member 50 can be inserted Three split wedges 41 form one cone shape to form a unit with an O-ring 43 to extend the ends of the three split wedges 41 to prevent their detachment. . One end of the split wedge 41 is closed to allow expansion by the O-ring 43 while the tension member 50 is not penetrated.

The inner surface of the first hole 42 of the wedge unit 40 is provided with a sawtooth or spiral irregularities to prevent the tension member 50 from slipping or slipping off the wedge unit 40 when the tension member 50 is tensioned. Play a role.

The second outer body 20 is provided in the wedge receiving body 30 seated in the body seating groove 13 of the first outer body 10 and the wedge seating hole 31 of the wedge receiving body 30. It is sufficient that the wedge unit 40 is fastened so as not to flow.

In the tube insertion fixing hole 11 of the first outer body 10, the tension member tube 51 is hermetically maintained without being damaged at the end thereof so that the tension member 50 is inserted into the inside of the tube insertion fixing hole 11. The tensile material tube 51 is treated with a tough resin that does not break even when the temperature drop is not limited to the construction of the winter, as well as preventing water from penetrating into the interior of the internal fixing agent, thereby Prevent rust.

The airtight holding structure of the tension tube 51 is a reinforcement member 52 which is inserted into the front end of the tension member tube 51 and inserted into the tube insertion fixing hole 11 of the first outer body 10, and the reinforcement member ( 52 is inserted into the outer side of the tip of the tension tube 51 is inserted is composed of a high-quality hermetic packing member 53 is pressed tightly fixed by the tube insertion fixing hole 11 of the first outer body (10).

The hermetic packing member 53 should be inserted while being plastically deformed without breaking even when press-fitted or hit in the direction of the center line of the tension member tube 51 from the outside of the tension member tube 51 inserted into the lower portion of the first outer body 10. Therefore, it is preferable to provide a soft resin having good ductility and toughness.

The reinforcing member 52 is deformed by the tension member tube 51 is deformed in the process of pressing the airtight packing member 53 by the external force to the lower side of the first outer body 10 to be plastically deformed fit This shrinkage phenomenon should be prevented, and therefore, the reinforcing member 62 is preferably formed of a rigid material such as a metal material, high rigidity compressed fiber, high rigidity resin, or the like.

A brief description will be given of a process of assembling the internal fixative of the anchor for removing the tension material according to the present invention configured as described above. First, the tension member tube 51 is inserted into and fixed to the tube insertion fixing hole 11 of the first outer body 10, and the reinforcement member 52 is inserted into the tip inner side of the tension member tube 51 and the tension member tube 51 is fixed. After inserting the tube insertion fixing hole 11 of the first outer body 10 in a state where the high-quality hermetic packing member 53 is inserted into the outer side of the seal member 53, the tension-packing member 53 is press-fitted and fixed. The tip of the) is inserted and fixed in a state where it is firmly maintained without being damaged.

In such a state, the tension member 50 is inserted into the tension member tube 51, and the wedge receiving body whose end is temporarily seated in the body seating groove 13 and the body seating groove 13 of the first outer body 10. After assembling to protrude through the 30, the first hole in the split wedge 41 which is assembled in a state where the three split wedges 41 are expanded by the O-ring 43 to form the wedge unit 40. The wedge unit 40 is inserted into the wedge seating hole 31 of the wedge receiving body 30 in a state in which the tension member 50 is inserted into the 42 to close the split wedge 41 to grip the tension member 50. Insert and fasten the second outer body 20.

At this time, the wedge unit 40 inserted into the wedge seating hole 31 of the wedge receiving body 30 as well as the wedge receiving body 30 while the second outer body 20 is fastened to the first outer body 10. By pressing the split wedge 41 of the wedge receiving body support means (13a) which is one of the supporting means is seated and the tension member 50 is gripped more firmly by the split wedge (41).

Construct the internal fixing agent of the tension member removal anchor assembled in this way in the ground, but first install the earth wall to prevent the inclined slopes such as the retaining wall, which requires the ground reinforcement, and at the predetermined interval in consideration of the ground reinforcement by the anchor. In the ground, drill a predetermined depth to the bottom by using a puncher, insert a grout hose including a grout hose, a tension member, and an internal fixative into the drill hole, inject grout through a grout hose, and inject the grout into the ground. When cured together with the lower body, the external fixing agent is fastened to the other end of the tension member on the side of the earth wall.

In this state, the tension member is pulled by the tensioner to reinforce the soft ground by tensioning the ground and the ground, which will be described in detail with reference to FIGS. 1 and 3A.

When the tension member 50 is pulled from the earth wall side, the tensile force of the tensioner is transferred to the wedge receiving body 30 by the wedge unit 40 as it is, so that the wedge receiving body 30 together with the wedge unit 40 is shown in FIG. 1. 3a while crushing the support protrusion 13a formed on the inner surface of the body seating groove 13 of the first outer body 10 to the bottom of the body seating groove 13 of the first outer body 10. Move forward. At this time, since the wedge unit 40 is continuously tensioned by the tension member 50, the wedge unit 40 maintains a state of being seated in the wedge seating hole 31 of the wedge receiving body 30. 41) is a strong but stable gripping the tension member (50).

As such, when the wedge receiving body 30 extends to the bottom of the body seating groove 13 of the first outer body 10, the wedge receiving body 30 is the body seating groove 13 of the first outer body 10. The inner support protrusion 13a is crushed and firmly fixed to the body seating groove 13 of the first outer body 10 as an integral or interference fit.

After that, as the tension member 50 continues to be pulled into the tensioner, the construction is installed so that the maximum tensile force acts on the grout and the ground as well as the tension member 50. After the ground reinforcement work is completed, the tension member 50 should be removed. .

In the process of removing the tension member 50, first, the tension member 50 of the portion drawn outward on the earth wall side is cut by an oxygen cutter to release the tension force applied to the tension member 50. At this time, the wedge unit 40 may be pushed out by the repulsive force of releasing the tension of the tension member 50 in a state in which the wedge receiving body 30 is fixed to the body seating groove 13 of the first outer body 10. have.

After hitting the end of the tension member 50, which is cut in the state buried in the ground once or twice with a hammer or the like, as shown in FIG. 3b, the wedge unit is hit by the force that strikes the tension member 50 from the outside. Since only the 40 is pushed out and the split wedge 41 is opened by the O-ring 43, the tension member 50 releases the bite of the split wedge 41 of the wedge unit 40.

The reason why the wedge unit 40 can be pushed out is that the wedge receiving body 30 and the wedge unit 40 together with the bottom of the body seating groove 13 of the first outer body 10 when the tension member 50 is tensioned. This is because the space is secured to the rear because it is in the advanced state.

When the tension member 50 is released from the wedge unit 40 as described above, since the tension member 50 has only its own weight and slight frictional resistance, the tension member 50 is simply pulled out and removed by pulling the tension member 50. You can do it.

Figure 5a is another embodiment of the wedge return means of the wedge unit is added to the internal fixing agent of the tension material removal type anchor of the present invention. The wedge return means is provided with a spring seating groove 17 in the bottom of the body seating groove 13 of the first outer body 10 and the body seating groove when the tension member 50 is tensioned in the spring seating groove 17. When the wedge returning member 60 is provided to push the end of the split wedge 41 of the wedge unit 40 protruding from the wedge seating hole 31 of the wedge receiving body 30 inserted into and fixed to the bottom of 13. do.

The wedge return member 60 is any one that can be inserted into the wedge seating hole 31 of the wedge receiving body 30 while pushing the bottom of the wedge unit 40, any one of the compression coil spring is preferred, the spring The shape of the compression coil spring may vary depending on the size of the seating groove 17.

For example, when the spring seating groove 17 is about twice as large as the diameter of the tension member, a conical compression coil spring is adopted, and the spring seating groove 17 is about the small diameter of the wedge seating hole 31. The cylindrical compression coil spring can be adopted.

As described above, when the wedge return member 60 is applied to the internal fixing agent of the present invention, in order to finish the ground reinforcement work and remove the tension member 50, the tension member 50 of the portion drawn out to the earth wall side to the outside. When the tension force applied to the tension member 50 is released by cutting with an oxygen cutter or the like, the wedge accommodation body 30 is inserted into the body seating groove 13 of the first outer body 10 in a state as shown in FIG. 5B to FIG. 5C. The wedge unit 40 is easily pushed out by the repulsive force and the restoring force of the compression coil spring, which is the wedge return member 60, as the tension member 50 releases the tension in the fixed state.

At this time, even if the wedge receiving body 30 and the wedge unit 40 are not corroded and the wedge unit 40 is not pushed, the end of the tension member 50 cut in the buried state is hit once or twice with a hammer or the like. As shown in FIG. 5D, only the wedge unit 40 is pushed out by the restoring force of the compression coil spring, which is the wedge return member 60, with the force striking the tension member 50 from the outside.

When the wedge unit 40 is pushed and the split wedge 41 is opened by the O-ring 43, the tension member 50 releases the bite of the split wedge 41 of the wedge unit 40. Simply pull) to remove it.

In addition, the wedge return member 60, a ring member 61 having a flange on one side so as to support the lower end of the split wedge 41 as shown in Figure 6, and the cylindrical compression to push the ring member 61 upwards The coil spring 62 may be provided.

Figure 7a is an embodiment of a state in which the support means of the wedge unit is added to the internal fixing agent of the anchor for removing the tension material of the present invention. The second outer body 20 is provided long to have a space for the wedge unit 40 can retreat and the wedge unit 40 of the wedge receiving body 30 in the space of the second outer body 20 An elastic support member 70 is installed to be pushed into the seating hole 31 and seated. The elastic support member 70 may be any one as long as it can support the wedge unit 40 elastically and stably, but preferably, a cylindrical or conical compression coil spring is easy to obtain.

According to the configuration of another embodiment as described above, the second outer body 20 after seating the wedge receiving body 30 including the wedge unit 40 in the body seating groove 13 of the first outer body 10. When the elastic support member 70 is inserted into the first outer body 10, the wedge unit 40 is assembled in a state in which the elastic support member 70 is elastically supported.

Therefore, the assembly of the tension member 50 is elastic by the elastic support member 70 when the tension member 50 is inserted through the tension member tube 51 inserted into and fixed to the tube insertion fixing hole 11 of the first outer body 10. As the wedge unit 40 is pushed out of the wedge receiving body 30 supported by the split wedge 41 radially extended by the o-ring 43, the end of the tension member 50 is inserted into the split wedge 41. Will be.

Thus, when the force applied to the tension member 50 in the state in which the end of the tension member 50 is inserted into the split wedge 41, the split wedge 41 is wedge receiving body 30 by the restoring force of the elastic support member 70. As the tension member 50 is gripped while being inserted into the wedge seating hole 31, the assembly of the tension member 50 is made easier.

And Figure 7b is another embodiment of the support means of the wedge unit is added to the internal fixing agent of the tension material removal type anchor of the present invention. Here, the inner ring groove 44 is formed in the upper portion of the first hole 42 of the split wedge 41, and the inner ring groove 44 has a flange that protrudes above the upper end of the split wedge 41 without any obstacle. The cap member 45 of the cap type cross section is provided. Even when the cap member 45 is installed to protrude from the upper end of the split wedge 41, the wedge unit 40 is pushed into the wedge seating hole 31 of the wedge accommodation body 30 in the second outer body 20. Resilient support member 70 is placed to be seated. Although only the cap member 45 is assembled into the inner ring groove 44 of the wedge unit 40, the disc-shaped plate may be assembled and used.

According to another embodiment configured as described above, the elastic support member 70 is provided with a cylindrical or conical compression coil spring is seated in the wedge unit 40 while being fitted outside the cap member 45 protruding thereon There is no deviation or shaking of the support member 70 can ensure the accuracy of the operation.

In particular, since the end of the tension member 50 inserted from the tube insertion fixing hole 11 of the first outer body 10 is inserted into the cap member 45 through the split wedge 41, the tension member 50 As the gripping is performed firmly and the split wedge 41 firmly grips the tension member 50, the tension member 50 in the cap member 45 is untwisted, and the diameter thereof is expanded to some extent, so that the jaw is formed in the tension member 50. It is certainly gripped.

In addition, a compression cover 71 may be provided between the split wedge 41 and the elastic support member 70 to be seated on the split wedge 41 while being seated on the outside of the cap member 45 as shown in FIG. 7C. When the tension member 50 is assembled, the split wedge 41 is pushed out of the wedge seating hole 31 of the wedge receiving body 30 by preventing the interference between the split wedge 41 and the compression coil spring that is the elastic support member 70. This is because it is possible to reliably expand according to the assembly, so that the assembly of the tension member 50 can be assembled more accurately and quickly.

As described above, the internal fixing agent of the tension member removal type anchor according to the present invention is applied to the tensile material after construction, the wedge receiving body with the wedge unit holding the tension material is moved forward in the tensile direction and fixed, so that the tensile force of the tension member When releasing, it is possible to secure a moving space for reliably releasing the wedge unit, and only the split wedge is pushed out by the repulsive force or the force of striking the tension member from the outside when the wedge receiving body is released. As it opens, the tension member can be easily and reliably removed.

In addition, when the tension member is tensioned by adding a wedge return member to the lower part of the body seating groove of the first outer body and then cut to remove the wedge unit, the wedge unit is pushed out of the wedge seating hole of the wedge receiving body, thereby splitting the wedge unit. The wedges can be opened so that the bite of the tension member can be easily released.

In addition, when the tension member is pressurized, the split wedge is pushed out of the wedge seating hole of the wedge receiving body, and the split wedge is expanded to insert the end of the tension member into the split wedge. As the split wedge is inserted into the wedge seating hole of the wedge receiving body, the tension member is gripped so that the assembly of the tension member is made simple and easy simply by pressing and placing the tension member.

And by providing a cap member to protrude to the upper portion of the wedge unit, the elastic support member is seated on the wedge unit and is fitted to the outside of the cap member protruding to the upper portion, so that there is no deviation or shaking of the elastic support member to secure the operation accuracy. In particular, since the end of the tension member inserted from the tube insertion fixing hole of the first outer body is inserted into the cap member through the split wedge, the grip member is firmly gripped and the firmer the split wedge grips the tension member, the more the tension member in the cap member The twist is released and its diameter expands to some extent so that the grip is more reliably gripped as if the jaws were formed in the tension member.

Finally, the elastic support member and the wedge return member of the wedge unit are inserted into the outer side of the cap member protruding to the top of the wedge unit or provided by a compression coil spring supporting the bottom of the wedge unit of the wedge unit to minimize the number of parts to reduce the cost Of course, there is a specific effect that can improve the work efficiency.

Claims (19)

The first outer body 10 having the tube insertion fixing hole 11 and the body seating groove 13 through which the tension member 50 penetrates is formed concentrically, and the wedge receiving body supporting means is provided on the inner surface of the body seating groove 13. ; A wedge receiving body 30 seated by the wedge receiving body supporting means of the body seating groove 13 and having a cone-shaped wedge seating hole 31 in which the split wedge 41 is seated; A wedge unit 40 seated in the wedge seating hole 31 of the wedge receiving body 30 and including three split wedges 41 formed in a cone shape to grip the tension member 50; To support the wedge receiving body 30 seated in the body seating groove 13 of the first outer body 10 and the wedge unit 40 installed in the wedge seating hole 31 of the wedge receiving body 30. It is configured to include; the second outer body 20 to be covered, The wedge receiving body supporting means is supported by the wedge receiving body 30 and the wedge unit 40 in the support protrusion 13a of the body seating groove 13 until the tensile force is applied to the tension member 50 and is constructed in the ground. After the tensile force is applied to pull the tension member 50, the wedge receiving body 30, which is advanced with the wedge unit 40 is advanced while crushing the support protrusion (13a) is coupled to be fixed by the interference fit method Internal fixative of tension member removal anchor. The first outer body 10 having the tube insertion fixing hole 11 and the body seating groove 13 through which the tension member 50 penetrates is formed concentrically, and the wedge receiving body supporting means is provided on the inner surface of the body seating groove 13. ; A wedge receiving body 30 seated by the wedge receiving body supporting means of the body seating groove 13 and having a cone-shaped wedge seating hole 31 in which the split wedge 41 is seated; A wedge unit 40 seated in the wedge seating hole 31 of the wedge receiving body 30 and including three split wedges 41 formed in a cone shape to grip the tension member 50; A second outer body 20 which is covered to support the wedge receiving body 30 seated in the body seating groove 13 of the first outer body 10; The second outer body 20, the elastic support member for pushing and seating the wedge seating hole 31 while supporting the wedge unit 40 installed in the wedge seating hole 31 of the wedge receiving body 30 elastically ( 70); including, The wedge receiving body supporting means is supported by the wedge receiving body 30 and the wedge unit 40 in the support protrusion 13a of the body seating groove 13 until the tensile force is applied to the tension member 50 and is constructed in the ground. After the tensile force is applied to pull the tension member 50, the wedge receiving body 30, which is advanced with the wedge unit 40 is advanced while crushing the support protrusion (13a) is coupled to be fixed by the interference fit method Internal fixative of tension member removal anchor. delete delete delete The method according to claim 1 or 2, The support protrusion (13a) of the body seating groove 13 is the inner fixing agent of the tension material removal type anchor, characterized in that formed in a ring-shaped over the entire circumference of the body seating groove (13). The method according to claim 1 or 2, The support protrusion (13a) of the body seating groove 13 is part of the inner surface of the body seating groove (13), characterized in that formed in plurality of tension fixing material removal anchors. The method according to claim 1 or 2, The support protrusion (13a) of the body seating groove (13) is internal fixing agent of the tension material removal type anchor, characterized in that formed in multiple stages. The first outer body 10 having the tube insertion fixing hole 11 and the body seating groove 13 through which the tension member 50 penetrates is formed concentrically, and the wedge receiving body supporting means is provided on the inner surface of the body seating groove 13. ; A wedge receiving body 30 seated by the wedge receiving body supporting means of the body seating groove 13 and having a cone-shaped wedge seating hole 31 in which the split wedge 41 is seated; A wedge unit 40 seated in the wedge seating hole 31 of the wedge receiving body 30 and including three split wedges 41 formed in a cone shape to grip the tension member 50; To support the wedge receiving body 30 seated in the body seating groove 13 of the first outer body 10 and the wedge unit 40 installed in the wedge seating hole 31 of the wedge receiving body 30. In the inner fixing agent of the tension material removal type anchor comprising a; second outer body 20 to be covered, The wedge receiving body supporting means supports the end of the wedge receiving body 30, and the wedge receiving body 30 moves forward by the tension member 50 so that the body seating groove 13 is in close contact with the outer surface of the wedge receiving body 30. The inner fixing agent of the tension member removal type anchor, characterized in that the support O-ring 14 is provided in the ring groove (13b) of the inner surface. The first outer body 10 having the tube insertion fixing hole 11 and the body seating groove 13 through which the tension member 50 penetrates is formed concentrically, and the wedge receiving body supporting means is provided on the inner surface of the body seating groove 13. ; A wedge receiving body 30 seated by the wedge receiving body supporting means of the body seating groove 13 and having a cone-shaped wedge seating hole 31 in which the split wedge 41 is seated; A wedge unit 40 seated in the wedge seating hole 31 of the wedge receiving body 30 and including three split wedges 41 formed in a cone shape to grip the tension member 50; To support the wedge receiving body 30 seated in the body seating groove 13 of the first outer body 10 and the wedge unit 40 installed in the wedge seating hole 31 of the wedge receiving body 30. In the inner fixing agent of the tension material removal type anchor comprising a; second outer body 20 to be covered, The wedge receiving body support means supports the end of the wedge receiving body 30, the body receiving groove 13 so that the wedge receiving body 30 is gripped with the outer surface of the wedge receiving body 30 when the wedge receiving body 30 is advanced by the tension member 50. Internal fixing agent of the tension member removal type anchor, characterized in that the c-type metal ring 15 is provided in the ring groove (13b) of the inner surface. The method of claim 10, The outer surface of the wedge receiving body 30 is characterized in that the outer ring groove 32 formed on the outer surface of the wedge receiving body 30 is provided so that the metal ring 15 is caught when the wedge receiving body 30 is inserted forward. Internal fixation agent for tension removal anchor. The first outer body 10 having the tube insertion fixing hole 11 and the body seating groove 13 through which the tension member 50 penetrates is formed concentrically, and the wedge receiving body supporting means is provided on the inner surface of the body seating groove 13. ; A wedge receiving body 30 seated by the wedge receiving body supporting means of the body seating groove 13 and having a cone-shaped wedge seating hole 31 in which the split wedge 41 is seated; A wedge unit 40 seated in the wedge seating hole 31 of the wedge receiving body 30 and including three split wedges 41 formed in a cone shape to grip the tension member 50; To support the wedge receiving body 30 seated in the body seating groove 13 of the first outer body 10 and the wedge unit 40 installed in the wedge seating hole 31 of the wedge receiving body 30. In the inner fixing agent of the tension material removal type anchor comprising a; second outer body 20 to be covered, The wedge receiving body supporting means is provided with a c-shaped metal ring 15 in the outer ring groove 33 of the wedge receiving body 30, characterized in that provided with a ring groove (13c) on the inner surface of the body seating groove (13). Internal fixing agent for tension removing type anchor. The method according to claim 1 or 2, When the wedge receiving body 30 is advanced and fixed together with the wedge unit 40, the body seating groove 13 of the first outer body 10 is installed in the wedge seating hole 31 of the wedge receiving body 30. Internal fixing agent of the tension member removal anchor, characterized in that the wedge return member 60 is added to push the wedge unit (40). The method of claim 13, The wedge return member 60 is the internal fixation of the anchor for removing the tension material, characterized in that provided by a compression coil spring. The method of claim 13, At the end of the wedge return member 60, the inner fixing agent of the tension member removal type anchor, characterized in that the ring member 61 with a flange is added to support the lower end of the split wedge (41). The method of claim 13, The bottom of the body seating groove 13 is provided with a spring seating groove 17 for the installation of the wedge return member 60 and to fix the end of the wedge return member 60 to the bottom of the spring seating groove 17. Fixing protrusion (17a) for the internal fixing agent of the tension material removal type anchor, characterized in that provided. The method of claim 2, The inner ring groove 44 of the upper portion of the split wedge 41 constituting the wedge unit 40 seats the resilient support member 70 and at the same time the cap member 45 is deeper to insert the tension member 50. Internal fixing agent of the tension material removal type anchor, characterized in that provided. The method according to claim 2 or 17, wherein The elastic support member 70 is inserted into the cap member 45 protruding to the upper portion of the wedge unit 40, the inner fixing agent of the tension material removal anchor, characterized in that it is provided with a compression coil spring so as not to shake. The method according to claim 2 or 17, wherein Internal fixing of the tension member removal anchor, characterized in that the compression cover 71 is provided on the outer side of the cap member 45 while being seated on the split wedge 41 between the split wedge 41 and the elastic support member 70. My.

Images