KR200235095Y1 - anchorage device for ground anchor with removing tension member - Google Patents

Abstract

The present invention is a simple structure that does not use a thermoplastic resin wedge support, which is easy to assemble, light and cost-saving, and is very efficient and provides a tension anchor removal type fixing member of a ground anchor that can easily remove the tension member. For the purpose, the main feature of the present invention is configured to release the fixing state of the tension member by the internal fixing agent only by releasing the fixation to the rear end of the tension member.

That is, the tension member removal ground anchor fixture of the present invention is the moment when the anchor member is dismantled in the state in which the tension member (A) is fixed, or the tension member portion immediately inside the outer fixture is cut by a welding machine to release the anchor. In reaction, the wedge assembly 2 is pushed when the tension member A is struck toward the tip. At this time, the wedge assembly 2 pushed apart is opened by an elastic inner ring 23 mounted therein. When the wedge assembly 2 is retracted and all the wedges 21 are opened at once, the wedge bites on the tip of the tension member A are released on their own. The present invention is characterized in that it is configured to draw and remove the tension member (A) after the wedge bite is released.

Description

Anchorage device for ground anchor with removing tension member

The present invention relates to an internal fixing agent of a tension member-removable ground anchor, and, in particular, an object of the present invention is a simple structure that does not use a thermoplastic wedge support, which is easy to assemble, light and cost-effective, The present invention relates to a tension member-removing fixture of a ground anchor which is very efficient and can easily remove the tension member.

Ground anchors, or earth anchors, are excavation works for underground structures to construct or build construction and civil structures, while retaining earthquakes and preventing soil loss on the cut surface of the soft ground. It is widely used as a safety measure for doing so.

Ground anchors having such a purpose include compression type, tension type and acupressure type. Tensile ground anchors are the most commonly used type of ground anchors, but they cannot remove the tension member. Anchor ground anchors are constrained by tip pressure, which leads to difficulty in removing the tension members after construction.

In terms of securing the anchoring force, the tensioned ground anchor is reduced in the anchoring force due to the tensile cracking of the grouting body over time, and the anchoring anchor is limited to the place of use such that it is applicable only to the rock which is capable of tip acupressure.

Ground anchors use anchoring materials (mild steel wires) with excellent tensile strength to insert anchor bodies into anchor holes drilled in the ground and secure the anchoring force by applying loads to the free long ends, and when drilling deep into the ground using the anchoring force In order to improve the safety of related construction, it is to stabilize the earthen wall, that is, the temporary earth wall, installed on the excavation surface.If the tension material is left in the ground after completion of the construction work on the underground structure, when the underground structure for the adjacent ground is constructed in the future, Since it is an obstacle to the construction, there are challenges to be solved, such as civil complaints and additional construction costs to remove the tension member.

In view of the above-mentioned various aspects, an internal fixing agent for a ground anchor has been proposed. As a representative example thereof, there is a patent publication No. 96-4273. In this prior art, the internal fixer lined with a main body with a sun wedge seat in the center and a satellite wedge seat around it, a two or three split sun wedge and a satellite wedge seat, a sun wedge and a satellite wedge, a satellite wedge It consists of an equal number of spacers, an upper cover for preventing the upward departure of the sun wedge and the satellite wedge, and a cap which covers the main body.

However, the above-described internal anchor for ground anchors is a recovery action tension material for removing these tension materials in addition to the tension material bite of the satellite wedge that exerts a substantially tensile force, that is, a recovery action tension material that is bitten by a solar wedge and a wedge that fits it. As an essential component requirement, there are flaws that increase the number of components of underground anchors, increase the manufacturing cost due to the addition of recovery operation tension members, and draw out the recovery operation tension members.

In addition, the inner surface of each spacer is given a taper corresponding to the tapered recovery action tension member, the side is given a taper corresponding to the taper of the adjacent satellite wedge, and the outer surface has a complicated arcuate surface corresponding to the hollow of the main body. Cutting and assembly difficulty was also high.

In addition, by inserting a ring groove at the rear of the center hole drilled in the axial direction at the center of the main body, a C-shaped stop ring for the center material is inserted so that the center material inserted into the center hole does not fall to the rear of the main body while the tension force is not applied. Complicated internal structure was forced to have a lot of labor.

In addition, if the quoted tension member was loosened prior to removal of the recovery action tension member, there was a possibility that the pullout would slide out of the solar wedge when the tension member applied. Indeed, when this happens, the returning tensioner, which must be pulled back by the sun wedge, must not retreat, and satellite wedges do not open. As a result, all tension members are faced with a non-removable state. Moreover, conventional tension member removal type internal fixing members cannot remove the tension member without using a dedicated drawing machine.

It is the Korean Patent Laid-Open Publication No. 2000-47445 to compensate for the shortcomings of the internal fixing body for the tension member-removable ground anchor. This improved internal fixing unit accommodates a wedge tube base in which a heat-transfer body is embedded in a thermoplastic resin in a body having one or more wedge grooves, and places a wedge tube on the wedge tube base so that a tension member can be placed between the main body and the wedge groove of the wedge tube. When the tension is applied to the tension member while the tip is inserted, the tension is settled, and when the current is passed through the wire connected to the heating element from the outside, the wedge stays in place when the wedge container base of the resin component melts due to the heat of the heat transfer element. Only when the wedge bite on the tip of the tension member is disengaged in the process of being pulled toward the outer end of the tension member by the tension applied to the tension member, the tension member is bent to the outer end by the tension and inverted to a removable state.

However, when the wedge tube holder melts, the tension member-removable internal fixing body is not only dangerous because the sparking phenomenon occurs when the spiral portion connected with the heating element and the wire contacts the main body, and the wedge tube holder melts by disconnection. It is difficult to recover the tension member efficiently because the wedge bin does not retract and the wedge bite is not completely released. In addition, the manufacturing difficulty of wedge holders was high and the cost increase was a problem.

Therefore, an object of the present invention is a simple structure that does not use a thermoplastic resin wedge holder, which is easy to assemble, light and cost-saving, and is very efficient and can easily remove the tension member. To provide a fixture.

The main feature of the present invention for achieving the above object is that the fixing state of the tension member by the internal fixing agent is released only by releasing the fixation to the rear end of the tension member.

That is, the tension member removal type ground anchor fixture according to the present invention is dismantled in the state in which the tension member is fixed, or the tension member is released by cutting the portion of the tension member immediately inside the external fixture with a welding machine to release the anchorage. Pushes the wedge assembly as it is tipped toward the tip. The wedge assembly pushed therein is opened by an elastic inner ring mounted therein. When the wedge assembly is retracted and all wedges open at once, the wedge bites on the leading edge of the tension member will release itself. After the wedge bite is released, the tension member is drawn and removed.

1 is an example of the use of the ground anchor

2 is an exploded view of the tension member removal type fixing body according to the present invention

3 is a longitudinal sectional view of the main body and the wedge;

4 is an assembled cross-sectional view of a state where the tip of the tension member is fixed;

5 is a cross-sectional view of the wedge bite is released to the front end of the tension member

6 is a modified embodiment of the main body and the wedge

7 is a plan view of a multi-ball (two-ball) type fixing body

8 is a longitudinal cross-sectional view

9 is a plan view of three or more multi-spherical fixtures

<Description of the symbols for the main parts of the drawings.

1 body 2 wedge assembly

3: cap 5: separator

6: auxiliary ring 11: wedge seat

15: ring chin 21: wedge

21c: Linghong for outer ring 21d: Stopping groove

21e: Closure groove 21f: Ring groove for inner ring

22: outer ring 23: inner ring

24: the curtain

In Figure 1, the tension member removal ground anchor for stabilizing the earth wall, concrete retaining wall (E), etc. is inserted into the anchor hole (C) by biting at least one strand of the tension member (A) to the internal fixing member (B). After fixing the grout material in the anchor hole (C) and fixing the tension member (A), the rear end of the tension member (A) is fixed to the outer fixing body (D) inside the earth wall or concrete retaining wall while being tensioned with the tension member (A).

In FIG. 2, the tension member removing fixing agent according to the present invention is composed of a main body 1, a wedge assembly 2, and a cap 3.

In FIG. 3, the body 1 is tubular. An inverted conical wedge seat 11 is formed on the inner circumferential surface thereof, and the tip of the tube F is limited in the insertion length when the tension member A inserted into the synthetic resin tube F is inserted under the wedge seat 11. Tube seat 12 is formed to receive the seat. In addition, the upper portion of the wedge seat 11, the clearance portion 13 and the cap 3 for fastening the cap 3 close to the direct wall given a space to allow the wedge assembly 2 to retreat. A ring jaw 15 for confining the outer ring 22 of the wedge complement 2 is also formed.

The wedge assembly 2 has an outer ring 22 for holding the circumferential wedge 21 and the plurality of wedges 21 in combination, an inner ring 23 for opening the wedges 21, and a tension member are bent toward the tip. It consists of a membrane 24 which transmits the force on exit to the wedge 21.

The wedge 21 is divided into two or three circumferences, the outer circumferential surface of the wedge seat 11 corresponds to the upper portion 21a and the wedge seat 11, which are substantially faced similarly to the clearance portion 13 of the wedge seat 11. It consists of the taper part 21b. In addition, the ring groove (21c) formed on the outer surface of the upper portion (21a) is to maintain the combined state of the wedge by the outer ring 22, the outer ring 22 can be easily peeled off even a weak impact acting in the axial direction. It is a shallow recessed groove.

A stop groove 21d is formed at the boundary between the upper portion 21a and the tapered portion 21b. This stop groove 21d is an outer ring that is peeled off the ring groove 21c when the wedge assembly 2 moves toward it due to the force when the tension member is buckled toward the tip in response to tension when the anchor member releases the fixation at the rear end side of the tension member. 22) when the elastic material is retracted and the gear is caught and at the end of the cap 3, it stops the wedge 21 from retreating anymore and at the same time draws the tension member with the wedge bite to the tip of the tension member released. Wedge (21) to come to restrain the saddle.

In addition, the upper end of the inner surface of the wedge 21 is formed with a membrane groove 21e for fixing the membrane 24 and a ring groove 21f for the inner ring 23 to be seated on the lower inner surface of the ring groove 21c. have. The inner ring ring groove 21f is placed below the outer ring ring groove 21c to smoothly open the opening ring by the inner ring 23 when the wedge 21 moves (retreat) toward the distal end of the body 1. In order for the release of the wedge bite to the tip of the to be made effectively.

Returning to FIG. 2, the outer ring 22 gathers a plurality of circumferentially divided wedges 21 to maintain a loosely coupled state, which was previously a rubber ring. However, such rubber rings are not suitable for the present invention. This is because the outer ring 22 in the present invention needs to be restrained so that the wedge 21 does not come out of the tension member when the tension member is drawn off. Yet it must be elastic. Therefore, the outer ring 22 is a C-type metal ring.

The inner ring 23 is to open the wedge 21 to release the wedge bite on the tip of the tension member, as opposed to the outer ring 22 that collects the plurality of circumferentially divided wedges 21 and keeps them in a loose combination. The inner ring 23 is also an elastic ring that can be retracted and elastically opened, and a C-type metal ring is suitable to open a plurality of wedges 21 held together with a strong force by the tension member at once.

The membrane 24 is responsible for transferring the reaction force of the tension member to the wedge assembly 2 so that the wedge assembly 2 moves therein when the tension member is struck toward its tip in response to tension as soon as the tension member is released to the rear end of the tension member. Will knock. The membrane 24 is a circular metal plate having a radius such that the wedge assembly 2 does not leave the membrane groove 21e after being seated and fixed in the main body 1 by the tip of the tension member. to be.

The cap 3 inserts a tension member at the rear end of the main body 1 and closes the front end of the main body 1 in a state where the wedge assembly 2 is seated and saddled at the front end of the tension member to prevent foreign matter from penetrating and at the same time. When the wedge assembly 2 is pushed by the reaction force of the tension member when the external fixation is released, the outer ring 22, which is peeled off from the ring groove 21c, hangs and serves to stop the retraction of the external ring. As a result, a screw 31 for fastening to the internal thread 14 of the main body 1 is formed on the outside.

Reference numeral 4 denotes a watertight ring packing between the main body 1 and the cap 3, and 5 denotes a wedge seat 11 to help separate the wedge 21 from the wedge seat 11 when necessary to remove the tension member. Mark the separation membrane.

4 shows the use of the tube (F) coated tension member (A) is inserted through the rear end of the main body (1) to fit into the wedge assembly (2) to fix and tighten the cap (3) to the main body (1) The internal fixative in a possible state is shown. It should be noted that the outer ring 22 caught in the ring groove 21c stays loose between the front end of the main body 1 and the rear end of the cap 3, and between the groove 21e and the outer peripheral surface of the membrane 24. The wedge 21 is able to free up and down. Assuming that the earth wall and the concrete retaining wall are stabilized by applying tension to the tension member A, a method of removing the tension member A after the construction will be described.

Release the external fixation of the tension member (A). The external fixation release of the tension member (A) includes a method of removing the external fixer and a method of cutting the inner portion of the tension member immediately by the welder. In any way, when the external fixation of the tension member A is released, a reaction against the tension that has been ground in the tension member A occurs. By the reaction at this time, the tension member A is deflected toward the tip end.

In this way, when the tension member A breaks off, the membrane 24 is pushed. The membrane 24 pulls the wedge assembly 2 away. The outer ring 22 is restrained at the rear end of the cap 3 and peels off the ring groove 21c due to the force when the wedge assembly 2 is pulled back by the membrane 24 and does not follow the wedge assembly 2. .

As the wedge assembly 2 withdraws and the stop groove 21d coincides with the outer ring 22, the outer ring 22 retracts elastically and hangs the stop groove 21d. The wedge assembly 2 no longer recedes. As such, when the wedge assembly 2 is retracted, the inner ring 23 is elastically expanded to open all the wedges 21 at one time. When the wedge 21 opens, the tip of the tension member A held until then is released.

In this way, the wedge bites of the internal fixing body to the tip of the tension member A are simply released by releasing the external fixation to the rear end of the tension member. When the internal fixation of the tension member (A) is released, the tension member may also be drawn out by the attraction force. This is because the tension member A is contained in the tube F. FIG.

6 shows an alternative embodiment for smoothing the spreading of the wedge assembly 2 by the inner ring 23. In other words, as shown in the figure, a small angle of reverse taper α is applied to the clearance 13 to increase the degree of opening by the inner ring 23 when the wedge assembly 2 is withdrawn. It is also helpful for the upper portion 21a of the wedge 21 to give a taper angle β corresponding to the inverse taper.

If the above tension member removal type fixing body is referred to as a single sphere, Figs. 7 and 8 are two spheres and Fig. 9 is three spheres or more. In the present invention, two or more spheres are collectively referred to as multispheres. A feature of the multi-spherical fixing agent is that it uses the main body 1 having two or more wedge seats 11. In this case, the wedge assembly 2 seated for each wedge seat 11 is protected by a single cap 3 or by a separate cap 3 respectively. In the latter case, it is no different from the monocular fixture, except that the main body 1 has a plurality of wedge seats 11. However, the situation is slightly different when the plurality of wedge assemblies 2 are protected by a single cap 3. The cracking of the wedge assembly 2 of each sphere with a single cap 3 can be unreasonable. Therefore, in the case of a multi-spherical fixture, a method of sharing the outer ring 22 intermittent function by the cap 3 to the independent ring 6 is advantageous.

That is, when the wedge assembly 2 withdraws in response to the release of the external fixation to the tension member, the outer ring 22 is peeled off there, thereby transferring the action of the cap 3 to another means, thereby remaining in place. will be. That means is the auxiliary ring (6). This auxiliary ring (6) replaces the work of the forehead of the cap (3) with respect to the outer ring (22), so that the function of the forehead of the cap (3) can be faithfully fulfilled in the above-mentioned single-ended fixture. By the dimension, the auxiliary ring 6 is settled in the position where the cap fastening screw 14 of the main body 1 existed, and the screw 14 of the main body 1 is moved outward.

The auxiliary ring 6 is formed slightly shorter than the dimension of the ring tuck 15 of the given body 1 from the ring tuck 15 to the tip of the main body 1 minus the thickness of the outer ring 22, so that the ring tuck 15 is covered. The auxiliary ring 6 is allowed to flow slightly in the axial direction between the ring receiver 32 and the cap 3 so that the action of the outer ring 22 is not impeded.

And the cap 3 forms a ring receiving 32 to trap all the auxiliary ring (6) at the inside to prevent the separation of the auxiliary ring (6). The auxiliary ring 6 may be integrally formed with the cap 3 if the difficulty of processing is not a problem. In addition, the role of the auxiliary ring 6 in which the outer ring 22 is peeled off and caught in the stop groove 21d in the wedge assembly 2 which retracts due to the reaction of the tension member when the external fixation to the tension member is released is performed by the main body 1. When the positions of the screws 14 and 31 of the cap 3 are exchanged with each other, they may be used in a monocular fixture.

As described above, the tension member-removing fixture according to the present invention disassembles the external fixture in the state where the tension member is fixed, or the tension member is struck toward the distal end by the reaction of tension at the moment of cutting the tension member portion just inside the external fixture with a welding machine. As the wedge assembly is pushed out, all the wedges are opened by the inner ring at one time, so that the bite on the tip of the tension member is released by itself, and the tension member can be easily removed simply by releasing the external fixation of the tension member.

Compared with the conventional tension member removal type fixing agent which used the sun wedge, satellite wedge type fixing agent and thermoplastic resin wedge support, the structure is simpler, which has the effect of improving the parts manufacturing and assembly, and reducing the cost by reducing the number of parts. Is also considerable. In addition, it is light and easy to handle.

Claims (4)

The one or more strands of the tension member inserted into the center of the rear end of the main body are bitten by a circumferential wedge assembly held in combination by an elastic ring to be seated and fixed in the wedge seat of the main body, and the main body is protected by a cap. The main body 1 having a ring jaw 15 for capturing the outer ring of the wedge assembly and a cap fastening screw 14 is formed between the upper end and the tip of the wedge seat 11, the inner ring 23 for opening and the retraction. Wedge assembly (2) with stop wedge stop (21d) for wedge retraction stop to prevent membrane (24) and outer ring (22) peeled off when retracted to prevent wedges from coming out to tension member when pulling out tension member It is characterized in that the cap 3 is provided with a function to remove the outer ring 22 from the wedge 21 and to engage the stop groove 21d of the wedge 21 when the wedge assembly 2 is retracted at the same time as the fixing is released. Tension removal type ground anchor Fixture for beakers. According to claim 1, wherein the wedge (21) is a tension member removable ground anchor fixture in the form of the outer ring 22 can be easily peeled off by the external force that the ring groove for the outer ring (21c) acts in the axial direction. The fixing member for a tension removing type ground anchor according to claim 1, wherein a wedge separation membrane (5) is inserted into the wedge seat (11). 2. The main body (1) according to claim 1, wherein the main body (1) forms a cap fastening screw (14) on the outer circumferential surface and inserts an auxiliary ring (6) sharing the function of the cap (3) with respect to the outer ring (22) in its place. Fixture for tension removing type ground anchor covered with cap (3).