KR20100066693A - Anchorage appratus for fiber reinforced polymer plates and the construction method therewith - Google Patents

Abstract

The present invention relates to a fixing device for the FRP plate tension material and its construction method, the fixing device for the FRP plate tension material that can reduce the damage of the concrete structure and reduce the manufacturing cost by ensuring sufficient fixing force even if the length of the fixing device is short And a construction method thereof.

FRP plate tensioning device fixing device according to the present invention, the outer frame of the first entrance to the body frame of the square tube form attached to the reinforcement of the FRP sheet form; A fixing mold comprising: an end cap formed to close both ends of the trunk frame; FRP plate tension material that is laminated and arranged to extend in the mold longitudinal direction inside the fixing mold, but are arranged in a wedge shape by being extended from each other toward the end from the beginning of the fixing mold. And a filler filled to adhere to the tensioned FRP plate tension member in the fixing mold.

Description

Anchor device for FRP plate tension member installed in the form of spreading and construction method {ANCHORAGE APPRATUS FOR FIBER REINFORCED POLYMER PLATES AND THE CONSTRUCTION METHOD THEREWITH}

The present invention relates to a fixing device for FRP plate tension material and a construction method thereof, and more particularly, in forming a fixing device at an end of a FRP plate tension material installed for reinforcing a concrete structure or a member, the adhesive force between the FRP plate tension material and the filler. The present invention relates to a fixing device for a FRP plate tension member and a construction method thereof, which can reduce the damage to a concrete structure and reduce manufacturing costs by increasing the attachment capacity and the fixing ability of the FRP plate tension member through increase.

In general, PS strands are mainly composed of prestresses used to introduce prestresses to concrete structures, but recently, FRP tension materials (FIBER REINFORCED POLYMER) are made of new materials such as carbon fiber or glass fiber. The method of introducing prestress by using) is researched and developed, and the representative example is FRP tension material using carbon fiber reinforced composite material (CFRP).

When the tension force is to be introduced by using the FRP tension member, the FRP tension member is settled in the concrete structure that requires the introduction of the tension force, and then the predetermined tension force is introduced into the concrete structure.

At this time, as shown in Figure 1a, when using the wedge-type fixing device that has been used at the time of fixing the conventional PC strands as it is used as a fixing device for FRP tension material, the following problems occurred.

That is, the FRP tension member is a one-way tension member and has a high tensile strength in the longitudinal direction, while being vulnerable to local stress and shear stress.

The cross section of the FRP tension member is easily damaged by the tightening force of the wedge constituting the conventional wedge-type fixing device, and as the tension force increases, the cross-sectional damage of the FRP tension member is further increased and finally the maximum tensile strength of the FRP tension member. Even before the FRP tension material was frequently destroyed, there was a problem that its application is impossible.

Therefore, in the case of FRP tension material as shown in Figure 1b

Insert the FRP tension member 20 in the form of a circular rod into the cylindrical fixing mold 10 formed with a hollow portion, and fill a space therebetween to introduce a tension force into the FRP tension member 20. Adhesive fixing devices that can be used are mainly used.

Looking at the configuration of the adhesive fixing device in more detail, the adhesive fixing device is a FRP tension member 20, a cylindrical fixing mold 10 having a hollow portion formed so that the FRP tension member is inserted, the packing material formed at both ends of the fixing mold 40 and the filler 30 formed in the fixing mold.

However, the method using the adhesive fixing device as described above allows the fixing of the FRP tension member to be dependent on the adhesion force between the FRP tension member 20 and the fixing mold 10, in particular, the adhesion force between the FRP tension member 20 and the filler 30. So,

If the tension force exceeds the adhesive force, the FRP tension member is separated from the fixing device, and if the large adhesive force is to be introduced to compensate for this, the length of the fixing mold must be lengthened, which is limited to the use of the fixing device. There was a problem to apply.

Thus, as shown in Figure 1c and Figure 1d is used for the plate plate (sheet) FRP plate tension member 50 installed in the concrete structure (A),

The fixing mold 10 used together with the plate (sheet) form of the FRP tension member is formed in a rectangular (square tube) tubular shape, and both ends thereof serve as packing materials formed at both ends of the fixing mold 10. It can be seen that the end caps 40, 60 and the filler 30 formed in the fixing mold.

At this time, when using the plate (sheet) form of the FRP plate tension member 50 can be installed by stacking two plate (sheet) form of the FRP tension member can obtain a large reinforcing effect, while the volume occupied by the case is small It can be seen that the utility can be greater than when using the circular rod-shaped FRP tension material 20.

In general, the fixing mold in a state in which the FRP plate tension member 50, which is stacked so that the FRP tension members in the form of sheets (sheets) overlap each other vertically, extends in the longitudinal direction through the interior of the fixing mold 10 and is disposed in a straight line. The inside of the (10) is configured in such a way to charge the filler (30).

However, this method also depends on the adhesion between the FRP plate tension member 50 and the fixing mold 10, in particular, the adhesion between the FRP plate tension member 50 and the filler material 30 as the fixing of the FRP plate tension member 50 In order to introduce a large tension force, the length of the fixing mold should be lengthened, but in this case, the occupancy of the fixing mold must be increased, thereby limiting the use of the fixing apparatus.

The present invention is to solve the above problems, even if the length of the fixing mold to reduce or maintain the same FRP plate that can ensure a more efficient fixing ability to ensure a sufficient fixing force between the FRP tension material and the filler material The purpose of the present invention is to provide a fixing device for the tension member and a construction method thereof.

Wedge-type fixing device for a plurality of fiber reinforced polymer plate tension material according to the present invention for achieving the object as described above,

The FRP plate tension member 200 is disposed to extend in the longitudinal direction of the mold while the FRP plate tension member 200 stacked in the fixing mold 100 filled with the filler 300 is opened to each other from the beginning of the mold to the end of the mold. It was arranged to be wedge-shaped.

As a result, the contact area between the FRP plate tension member 200 and the filler 300 which is cracked apart in a wedge shape without a change in the length of the fixing mold 100 increases, thereby ensuring sufficient fixing force between the FRP tension member and the filler.

Further, it can be seen that the FRP tension material itself, which is formed by splitting the wedge shape, doubles the fixing ability of the FRP tension material by acting as a wedge when the filler is cured.

In consideration of the fact that the local stress can be concentrated in the initial part of the fixing mold by the FRP tension member acting as the wedge, the reinforcement member 500 in the form of the FRP sheet is further attached to the outer surface of the initial mouth of the fixing mold. The durability of the fixing mold was ensured.

In addition, in order to maintain the spacing of the FRP tension member arranged to be opened during the filling of the filler, the spacing holding member 400 including the support is further installed between the inside of the FRP plate.

According to the wedge-shaped fixing device for a plurality of FRP plate tension material according to the present invention, in using the FRP plate tension material formed by stacking two or more layers, it is possible to secure sufficient fixing force between the FRP tension material and the filler by simply changing its arrangement. Therefore, it becomes possible to secure more efficient fixing power,

Since unnecessary material consumption is not required, such as increasing the length of the fixing mold, it is possible to provide an economical wedge-type fixing device for many fiber reinforced polymer plate tension members.

An embodiment of the present invention described above and shown in the drawings should not be construed as limiting the technical idea of the present invention. The protection scope of the present invention is limited only by the matters described in the claims, and those skilled in the art can change and change the technical idea of the present invention in various forms. Accordingly, such improvements and modifications are within the scope of the present invention as long as they are obvious to those skilled in the art.

BRIEF DESCRIPTION OF DRAWINGS To describe the present invention more clearly and easily, the following describes the best embodiments of the present invention in detail with reference to the accompanying drawings, and the embodiments according to the present invention can be modified in many different forms. The range is not limited to the embodiments described below.

As shown in Figure 2 and 3, the configuration of the FLP plate tension member fixing device installed in the form of opening according to the present invention is as follows.

Fixing mold 100 of the present invention is used in the form of a square tube in the form of a sleeve having a hollow in the longitudinal direction and is generally made of steel, the body frame 110 of the square tube form; And an end cap 120 formed to close an end of the trunk frame 110.

At this time, since the adhesive force between the FRP plate tension member 200 and the filler 300 installed therein is proportional to the length of the fixing mold 100, the length may be adjusted according to the required tension force.

End caps 120 and 130 serving as packing materials are installed at both ends of the fixing mold 100 so that the FRP plate tension member 200 can be inserted thereinto with a stopper shape in which a hollow is formed. When the inside of the fixing mold 100 is filled, it serves to prevent the flow out.

Even if the end caps 120 and 130 are not in the form of a cap, as long as the end caps 120 and 130 have a function that the filler 300 does not flow out, the end caps 120 and 130 may have other shapes and shapes, and may be formed integrally with the fixing mold.

For example, if the end cap 120 is installed only in front of the fixing mold 100 as shown in FIG. 4, the filler 300 is filled, and curing is performed, it is not necessary to use the end cap 130 at the rear. Will not be.

The filler 300 is injected into the fixing mold 100 to be tightly filled, and serves as a kind of adhesive and uses mortar.

That is, the tension force transmitted from the FRP plate tension member 200 allows the prestress to be introduced into the final concrete structure (A) through the fixing mold 100,

At this time, between the FRP tension member 200 and the fixing mold 100 through the filler 300, the adhesive force between the FRP plate tension member 200 and the filler 300 and the filler 300 and the fixing mold 100 The tension between the pre-stress is introduced into the final concrete structure (A) by the adhesive force therebetween.

At this time, the contact area between the filler 300 and the fixing mold 100 is larger than the contact area between the FRP plate tension member 200 and the filler 300 in the case of the conventional linear arrangement as shown in FIG. 1B. Therefore, the adhesive force between the FRP plate tension member 200 and the filler 300 will influence the fixing performance between the FRP plate tension member 200 and the fixing mold 100.

The present invention has the configuration to enhance the adhesive force between the FRP plate tension member 200 and the filler 300 in consideration of just this point, which will be installed in the form of opening the FRP plate tension member 200 as described below. This will be described later.

After the tension is inserted into the fixing mold 100, the FRP plate tension member 200 to be fixed is excellent in tensile strength and has a low risk of relaxation and corrosion in which tensile force decreases as time passes after the tension force is introduced. Carbon fiber or glass fiber material using a sheet, a plate in the form of using a representative example, carbon fiber reinforced composite material (CFRP) tension plate may be used.

Such FRP plate tensioning material is used in which at least two or more FRP plate tensioning material is laminated, but each FRP plate tensioning material is not to be integrated so that they can be separated from each other.

Of course, four FRP plate tension material is used, but it is also OK to use a stack so that each of the two FRP plate tension material can be separated from each other.

At this time, the FRP plate tension member 200 is arranged so that the adhesive area of the FRP plate tension member with the filler 300 increases, so that the FRP plate tension member 200 can have a wedge action on the hardened filler material 300 by this arrangement.

At the beginning of the fixing mold 100, the FRP plate tension members 200 are separated from each other and disposed to be inclined to gradually open to the ends of the fixing mold 100.

The stacked FRP plate tension member 200 corresponds to the upper and lower surfaces of one FRP plate tension member 200 in which the contact area is laminated by the filler 300 and the linear arrangement.

The contact area of the FRP plate tension member 200 formed by the present invention becomes the upper and lower surfaces of each of the FRP plate tension member 200 and eventually the FRP plate tension member 200 increases the contact area with the filler 300, thereby doubling the adhesive strength with the filler. Able to know.

At this time, the opening angle of each FRP plate tension member 200 may vary depending on the length of the fixing mold, etc., but is preferably formed to be maximized in the fixing mold 100.

In this case, as shown in Figures 2 and 4 FRP plate tension material 200 may vary depending on how much is opened, but since the elastic restoring force is present, the gap maintaining 400 including a support to maintain the open state can be used. have.

The spacing retainer 400 is preferably disposed at the end side of the fixing mold 100 in order to secure the supporting force, and the spacing retainer 400 is upwardly disposed on the lower plate 410 and the upper middle surface of the lower plate. It may be configured as a vertical rod 420 protruding.

The fixing operation of the stretched FRP plate tension member 200 consists of arranging the filling material (300: 300a, 300b, 300c) in the fixing mold 100 after arranging the FRP plate tension member 200 in the open state.

The action of the fixing device of the FRP plate tension member 200 according to the present invention is as follows.

The FRP plate tension member 200 is to be stacked in a large number, but because the contact area between the FRP plate tension member 200 and the filler 300 is increased because it is disposed in the state opened in the fixing mold 100, the contact area It can be seen that the FRP plate tension member 200 is able to secure sufficient fixing force between the fillers 300 due to an increase in frictional force as it becomes larger, thereby ensuring a more efficient fixing ability.

Also, it can be seen that the filler 300 is divided into three parts, as shown in FIGS. 3 and 4. Referring to the operation of the filler and the FRP plate tension member 200 based on FIG. 5,

First, when the FRP plate tension member 200 is tensioned, while at the same time to transmit the tension force (T),

When the tension force acts on the FRP plate tension member 20, the FRP plate tension member 200 is arranged in a wedge shape, so that the clamping force Pv acts in the direction of the central axis of the FRP plate tension member 200 as a kind of cone shape. It can be seen that to compensate for the adhesive force between the 200 and the filler 300.

That is, due to the arrangement of the FRP plate tension member 200 in the wedge shape, the tightening force (Pv) generated by the tension force (T) is a vertical force acting as a reaction force against the tension force (T), the relationship with the tension force (T) Looking at as shown in Figure 5,

Pv (tightening force) = T (tension) / tan (a).

Where Pv = tightening force

T = tension

a = vertex angle

That is, it can be seen that as the a (vertical angle) and T (tension) become larger, the Pv (tightening force) also increases.

Therefore, if the diameter of the fixing mold 100 is increased but the length thereof is shortened, the tightening force may be multiplied by the tension force, and thus, one side of the fixing mold in the direction in which the tension force is applied (hereinafter, referred to as the inner end). The tightening force will be more concentrated, it can be seen that this tightening force can act to improve the adhesion between the FRP plate tension member 200 and the filler.

Even if the same tension force is introduced, it can be seen that when the clamping force is used, the length of the fixing mold 100 can be made smaller than before.

However, in consideration of the excessive tightening force in the present invention, the fixing mold 100 in the form of a square, it is preferable to further reinforce the portion in which the tightening force is generated by the reinforcing material (500).

Eventually, the tightening force is not excessive by the present invention, and if the fixing mold 100 is reinforced by the reinforcing member 500, such tightening force further enhances the fixing performance of the FRP plate tension member 20 (FRP plate tension member It can be seen that it can be), and if the same tension is introduced, it can be seen that the length of the fixing mold is lengthened by the tightening force, thereby lowering the need to secure a large adhesive force.

Next, look at the method of constructing a fixing device according to the present invention.

First, the end of the FRP plate tension member 200 is installed to the concrete structure (A) in which the fixing device is installed.

This may be installed to penetrate the interior of the concrete structure (A) so that the end is exposed to the surface, as shown in Figure 3, it may be to be attached to the surface of the concrete structure (A).

Next, the fixing device according to the present invention is prepared. As described above, the fixing device is

The trunk frame 110 of the square tube form is attached to the reinforcement material 500 of the FRP sheet form on the outer surface of the initial mouth; End cap 120 is formed to close both ends of the body frame; is provided with a fixing mold 100 comprising a first.

The FRP plate tension member 200 exposed at the end penetrates through the end cap 120 of the fixing mold 100 so that the FRP plate tension member 200 extends in the longitudinal direction in the fixing mold 100. do.

That is, the FRP plate tension member 200 is arranged so as to extend in the wedge shape while opening each other toward the end from the beginning of the fixing mold 100 to the end.

The gap retaining zone 400 is composed of a vertical bar 420 protruding upward from the lower plate 410 and the central upper surface of the lower plate between the inner side of the FRP plate tension member which is opened to maintain the state of the FRP plate tension member which is arranged to be opened. Done.

Thus, the FRP plate tension member 200 is tensioned by using a separate hydraulic jack to introduce a tension force. In order to maintain such tension, the filler 300 is filled in the fixing mold 100.

That is, when the filler 300 is filled in the fixing mold, the fixing mold is finished by the end cap 120, and when the filler 300, which is the final mortar, is cured, the fixing device for the FRP plate tension member can be finally constructed. It can be seen that.

1A, 1B, 1C and 1D show a wedge-shaped fixing device according to the prior art, a fixing device of a FRP plate tension member.

2 and 3 are a cross-sectional view and a perspective view of the fixing device according to the present invention.

4 is a perspective view of another example of a fixing apparatus according to the present invention.

Figure 5 shows an operational state diagram according to the present invention.

<Description of Signs for Main Parts of Drawings>

100: fixing mold 110: body frame

120: end cap 200: FRP plate tension material

300,300a, 300b, 300c: Filler 400: Spacing zone

500: reinforcement

Claims (7)

A fixing mold 100 including an end cap 120 mounted at an end thereof; FRP plate tension member 200 which is laminated and arranged to extend in the mold longitudinal direction inside the fixing mold 100, but is formed in a wedge shape by being extended while being opened to each other from the beginning of the fixing mold to the end; And Fixing apparatus for a FRP plate tension material comprising a; filling filler 300 to be bonded to the tensioned FRP plate tension material inside the fixing mold (100). The fixing device for FRP plate tension member according to claim 1, wherein the reinforcing member (400) in the form of an FRP sheet is further attached to an outer surface of the fixing mold initial portion. The FRP plate tension member of claim 1 or 2, further comprising a spacing retainer 400 further comprising a vertical rod 520 between the inner side of the FRP plate tension member to maintain the open state of the FRP plate tension member. Device. According to claim 3, The fixing mold 100 is a body frame 110 of the square tube form; And an end cap (120) formed to close both ends of the trunk frame, wherein the FRP plate tension member penetrates the end cap so that the FRP plate tension member is disposed in the fixing mold in the longitudinal direction thereof. The fixing device for an FRP plate tension member according to claim 1 or 2, wherein the FRP plate tension member allows at least two FRP plate tension members to be stacked on each other. Installed to expose the end of the FRP plate tension member 200 to the structure, The trunk frame 110 of the square tube shape is attached to the reinforcing material 400 of the FRP sheet form on the outer surface of the initial mouth; End caps 120 formed to close both ends of the body frame; penetrates through the end cap of the fixing mold 100, including the FRP plate tension member to be arranged in the longitudinal direction in the fixing mold, The FRP plate tension member is arranged in a wedge shape by extending and arranging each other from the beginning of the fixing mold toward the end. Tensioning the FRP plate tension member 200, Method of constructing a fixing device for the FRP plate tension material comprising the step of curing after filling the filler 300 inside the fixing mold. According to claim 6, FRP plate tension material comprising the step of further installing a gap retaining zone 400 including a vertical rod between the inner side of the FRP plate tension member to maintain the open state of the FRP plate tension member before tensioning the FRP plate tension member Construction method of fixing device for plate tension material.

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