KR100637849B1 - Beam reinforcement method and its reinforcing device using beam lower steel curve placement method - Google Patents

Abstract

The present invention prevents secondary cracking of the beam by the fixing bracket and acts on the beam end by installing a fixing bracket which is installed at both ends of the beam lower part and installs a flexible saddle at the middle part of the beam lower part, thereby arranging PC steel wires. A beam reinforcement method and a reinforcement apparatus using a beam lower wire curve placement method that can reduce the negative moment to reinforce the beam with a small tensile force, the beam reinforcement device comprising a PC steel wire, Fixing brackets installed on both ends of the beam and wrapped around the lower part of the beam, PC steel wires tensioned between the fixing brackets, and PC wires are placed under the beam to reduce the negative moment acting on the beam end while Variable saddles extendable under the beam to adjust the separation distance between the PC wire and the bottom of the beam to fine tune the tension Characterized in that installed.

Adjustable Saddle, PC Steel Wire, Beam, Curved, Hydraulic Jack

Description

Beam reinforcement method and its reinforcing device using beam lower steel curve placement method {A}

1 is a schematic view showing an example of a conventional beam reinforcement method.

Figure 2 is a schematic diagram showing another example of the conventional beam reinforcement method.

Figure 3 is a schematic diagram showing another example of the conventional beam reinforcement method.

Figure 4 is an overall schematic diagram of the beam reinforcement method using the beam lower steel curve arrangement method according to the present invention.

5 is a perspective view of the fixing bracket disclosed in FIG. 4.

6 is a perspective view illustrating another embodiment of the fixing bracket disclosed in FIG. 5.

7 is a perspective view of the variable saddle disclosed in FIG. 4.

8 is a cross-sectional view of the variable saddle disclosed in FIG. 7.

9 is an operational state diagram of the variable saddle disclosed in FIG.

10 is a side view showing another embodiment of the variable saddle disclosed in FIG.

* Description of the symbols for the main parts of the drawings *

1: beam 10: fixing bracket

11: side plate 12: base plate

13: fastener 14: lifting hole

15: Steel bar 16: Support plate

17: PC liner penetration hole 20: PC liner

30: variable saddle 31: saddle housing

311: side plate 312: bottom plate

313: slide rod 32: fluid plate

321: PC steel wire seating groove 322: Slide hole

33: fixing member 331: screw wire

34: rotating member 35: variable means

The present invention relates to a beam reinforcement method and a reinforcement apparatus using a beam lower steel curve arrangement method, and more particularly, to install a fixing bracket which is installed on both ends of the beam lower portion wrapped around the beam lower portion and the variable saddle in the middle portion of the lower beam The curved arrangement of PC steel wire prevents secondary cracking of the beam by the fixing bracket, reduces the negative moment acting on the beam end, and reinforces the beam with low tensile force. It relates to a beam reinforcement method used and its reinforcement device.

As traffic increases with industrial development, the bridge's transit load also increases. As a result, there are many situations in which bridge performance is reduced.

Accordingly, a number of beam repair and reinforcement methods for bridges have been proposed in order to secure public safety and increase the number of years of public use of bridges.

1 is a case where the PC steel wire is installed on the beam side as an example of the conventional beam reinforcement method.

As shown in the figure, as the PC steel wire 20 is installed on the side of the beam 1, in order to restore the deflection phenomena, that is, the loss moment of the beam 1, it is necessary to give more tensile force than necessary, and thus the structure There was a problem that can cause damage.

2 is a case where the PC steel wire is installed in a straight line under the beam as another example of the conventional beam reinforcement method.

As shown in the figure, since the PC steel wire 20 is arranged in a straight line below the beam 1, there is an effect that the loss moment can be restored with less tensile force than the side arrangement of the PC steel wire 20. However, due to the straight arrangement of the PC steel wires, the PC wires are tensioned in accordance with the large loss moments in the middle of the beam despite the small loss moments at the beam ends, which increases the negative moment at the beam ends, thereby reducing the durability of the entire beam. There was a problem that you can.

Figure 3 is another example of the conventional beam reinforcement method is a case where the anchorage is bound to the beam end by using a steel rod.

As shown in the figure, the through-hole is drilled at the end of the beam 1, and the fixing rod 3 is fixed to the end of the beam 1 by using the steel bar 2. As shown in FIG. However, such a structure has a problem in that the tensile force of the PC steel wire is transmitted to the steel bar as it is, and the secondary crack may be generated by intensively generating stress in a predetermined portion of the through hole contacting the steel bar.

The present invention has been made to solve the above-mentioned problems, the object is to fix the fixing bracket which is installed to wrap the lower beam at both ends of the lower beam and the fixed bracket by arranging the variable steel saddle in the middle portion of the beam to fix the fixing bracket The beam reinforcement method and its reinforcing device using the beam lower steel curve arrangement method to prevent secondary cracking of the beam by the beam and to reduce the negative moment acting on the beam end and to reinforce the beam with low tensile force. To provide.

Another object of the present invention is to fine-tune the tension (tension) of the PC steel wire through a variable saddle to adjust the beam reinforcement to an optimal state, and to be able to readjust the relaxed tension after construction, the maintenance is extremely easy To provide a beam reinforcement method and a reinforcement device using a beam lower steel curve arrangement method.

In order to achieve the above technical problem, the present invention provides a fixing bracket installed at both ends of the beam and wrapped around the lower portion of the beam, and a PC steel wire tension-installed between the fixing brackets and a PC steel wire at the lower end of the beam to act on the beam end. In order to reduce the negative moment and to finely adjust the tension of the PC wire, it is characterized in that the elongated variable birds are installed at the bottom of the beam to adjust the separation distance between the PC wire and the beam bottom.

In addition, the fixing bracket is composed of a pair of side plates and the bottom plate to wrap the lower part of the beam is fixed to the lower part of the beam by the fastening member, and installed in the width direction on the bottom of the bottom plate to bind the PC steel wire, a plurality of PC steel wire through holes perforated It is characterized in that the support plate and a plurality of flanges welded to the side of the support plate to further increase the holding force of the support plate.

In addition, the fixing bracket further includes a reinforcing plate jointed to the side plate with the beam end wrapped so as to further distribute the tensile force transmitted by the PC steel wire to the beam side while preventing deformation of the side plate and the bottom plate and further improving the fixing force. It is characterized by.

In addition, the side plate more effectively disperses the tensile force transmitted by the PC steel wire by fitting between the lifting hole drilled in correspondence with the lifting hole that is normally drilled in the lower part of the beam and the lifting hole and the lifting hole, while maintaining the fixing force between the beam and the fixing bracket. It is characterized in that the steel bar is further provided so as to increase more.

In addition, the variable saddle is composed of a pair of side plates and the bottom plate to surround the bottom of the beam saddle housing is installed in the middle of the lower part of the bottom of the bottom plate is provided with a slide rod in the four corners; Flow plate with slide holes perforated in the four corners of the saddle housing and formed with a plurality of PC steel wire seating grooves formed on the joint surface with the PC steel wire to maintain the curved state of the PC steel wire, and to slide along the slide rod. and; A fixed member having a slide bar positioned on the inner side thereof, a threaded line formed on the outer circumferential surface thereof, and having one end fixedly mounted on the upper surface of the flow plate to adjust the degree of tension of the PC steel wire by adjusting the separation distance between the flow plate and the saddle housing; It is characterized in that it is provided; a variable means consisting of a rotating member to be advanced in the vertical direction by rotating along the thread of the member.

Further, the slide rod has a screw thread formed on its outer circumferential surface, and a nut member on the slide rod further adjusts the separation distance between the flow plate and the saddle housing while the flow plate is assembled on the saddle housing so as to be slidable along the slide rod. Characterized in that provided.

In addition, the flow plate is characterized in that it has a curved surface convex downward to keep the curve angle of the PC steel wire seated on the PC steel wire seating groove smoothly.

And in the beam reinforcement method including a PC steel wire, each of the fixing bracket is installed on both ends of the beam so as to surround the beam, the step of installing a variable saddle consisting of a saddle housing, a flow plate and the variable means in the middle portion of the beam, The PC steel wire is mounted between the fixing brackets installed at both ends of the beam lower part, while the PC steel wire is placed on the flow plate of the variable saddle, and the PC wire is partially tensioned at one end, and the hydraulic jack is connected between the saddle housing and the fluid plate. Positioning and stretching to retension the PC steel wire, and fixing the separation distance between the saddle housing and the fluid plate by the variable means so as to maintain the tension of the PC steel wire, and then remove the hydraulic jack to tension the PC steel wire Characterized in that the process consisting of completing.

Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment of the beam reinforcement method and its reinforcement using the beam lower line curve arrangement method according to the present invention.

4 is an overall schematic view of a beam reinforcement apparatus using a beam lower steel curve arrangement method according to the present invention, FIG. 5 is a detailed view of the fixing bracket disclosed in FIG. 4, and FIG. 7 is a perspective view of the variable birds disclosed in FIG. 4, FIG. 8 is a cross-sectional view of the variable birds disclosed in FIG. 7, FIG. 9 is an operating state diagram of the variable birds disclosed in FIG. 7, and FIG. 10 is in FIG. 7. Another embodiment of the disclosed variable saddle is.

First, as shown in FIG. 4, the present invention includes a fixing bracket 10 which is installed to surround the lower part of the beam 1 at both ends of the lower part of the beam 1; PC steel wire 20 and the tension between the fixing bracket 10 and; It consists of a variable saddle 30 for reducing the negative moment acting on the end of the beam 1 by finely adjusting the tension of the PC steel wire 20, which is a tension material, while arranging the PC steel wire 20.

In the above-described technical configuration, the fixing bracket 10 is composed of a pair of side plates 11 and a bottom plate 12, ie, upper and front sides, so as to cover both side and bottom surfaces of the lower part of the beam 1, as shown in FIG. The U-shaped steel plate structure having an open rear side is fixed to the lower part of the beam 1 by a fastening member (not shown; for example, an anchor bolt). Reference numeral 13 denotes a fastening member fastening hole.

In addition, in the fixing bracket 10, a lifting hole 14 corresponding to a lifting hole (not shown) drilled under the beam 1 is drilled in the side plate 11, and between the lifting hole 14 and the lifting hole. It is more firmly fixed to the lower beam (1) by the fitted steel bar (15).

In addition, the fixing bracket 10 is installed in the width direction on the bottom surface of the bottom plate 12 so that the plurality of PC steel wire 20 can be disposed below the beam 1, the support plate material having a plurality of PC steel wire through hole 17 perforated (16); In order to increase the holding force of the support plate 16, both sides of the support plate 16 and a flange 18 welded therebetween are provided.

And the fixing bracket 10 is wrapped around the end of the beam (1), as shown in Figure 6 to further distribute the tension applied to the fixing bracket 10 to the beam 1 side while the side plate 11 and the bottom plate 12 ) Is further provided with a reinforcing plate 19 to prevent deformation and improve the fixing force. This reinforcing plate 19 is jointly installed on the side plate 11 of the fixing bracket 10 by welding or the like in the field.

The variable saddle 30 is installed at the lower middle portion of the beam 1 to curve the PC steel wire 20 that is tension-installed between the fixing brackets 10. FIGS. 7 and 8 are perspective and cross-sectional views of the variable saddle.

As shown in Figs. 7 and 8, the variable saddle 30 is composed of a pair of side plates 311 and the bottom plate 312 to cover the lower portion of the beam 1, i.e. the top and the front and rear The saddle housing 31 is fixedly mounted to the lower part of the beam 1 by a fastening member (not shown; for example, an anchor bolt), and is provided with welded slide bars 313 at four corners of the bottom of the open U-shaped steel plate structure. and; A plurality of PC steel wire seating recesses 321 are formed on the joint surface of the PC steel wire 20 so as to be positioned under the saddle housing 31 and maintain the curved state of the PC steel wire 20, along the slide rod 313. A fluid plate 32 having a slide hole 322 bored at four corners to be slidable; By adjusting the separation distance between the flow plate 32 and the saddle housing 31, the slide rod 313 is positioned inside the PC steel wire 20 so as to adjust the degree of tension of the PC steel wire 20 (externally, the degree of warpage of the PC steel wire). And a screw line 331 is formed on the outer circumferential surface thereof, and the rotating member 32 moves up and down along the screw line 331 of the fixing member 33 and the fixing member 33 having one end fixedly mounted on the upper surface of the flow plate 32 ( A variable means 35 made of 34 is provided.

Here, the flow plate 32 has a curved surface that is convex downward so that the tension of the PC steel wire 20 seated on the PC steel wire seating groove 321 can be smoothly transmitted to the beam 1 side.

Figure 10 shows the threaded type in another embodiment of the above-described variable saddle.

As shown in the figure, the saddle housing 31 and the fluid plate 32 described above are provided, and the fluid plate 32 is installed to be slidable along the slide rod 313 of the saddle housing 31.

At this time, a thread 314 is formed on the outer circumferential surface of the slide rod 313 to adjust the separation distance between the saddle housing 31 and the flow plate 32, and between the saddle housing 31 and the flow plate 32 The nut member 36 is bound on the slide rod 313.

Accordingly, the nut member 36 moves upward or downward as the nut member 36 rotates in one direction or the other direction, and the separation distance between the saddle housing 31 and the flow plate 32 is adjusted according to the movement displacement. Reference numeral 315 is to prevent the flow plate 32 from being separated from the saddle housing 31 by the auxiliary nut.

Next, the effect of the present invention will be described in detail with reference to the above-described technical configuration.

First, as described above, the fixing bracket 10 according to the present invention is configured to wrap the lower portion of the beam 1, and is installed at both ends of the lower portion of the beam 1 by fastening members (eg, anchor bolts).

According to the above configuration, the tensioning force of the PC steel wire 20 acting on the fixing bracket 10 is evenly distributed in the lower part of the beam 1 by constraining both sides and the bottom of the lower part of the beam 1 by the fixing bracket 10. As a result, the inner stress of the lower part of the beam 1 can be effectively solved.

In addition, a lifting hole 14 corresponding to the lifting hole drilled under the beam 1 is formed in the side plate 11 of the fixing bracket 10, and the steel bar 15 is disposed between the lifting hole 14 and the lifting hole. This fitting can more effectively correspond to the tensile force transmitted by the PC steel wire 20 and is more firmly fixed to the bottom of the beam (1).

In addition, the 'c' shaped reinforcement plate 19 installed to wrap around the end of the beam 1 is further attached to the fixing bracket side plate 11 so that the tensile force transmitted by the PC steel wire 20 is more evenly distributed in the lower part of the beam 1. Thus, it is possible to prevent deformation of the side plate 11 and the bottom plate 12 and to further improve the fixing force.

That is, by distributing the tensile force transmitted by the PC steel wire 10 to the beam 1 side, it is possible to prevent secondary cracking of the lower part of the beam 1 due to the installation of the fixing bracket 10.

Meanwhile, the PC steel wire 20 according to the present invention is installed in a curved shape on the lower part of the beam 1 by the variable saddle 30.

According to the above configuration, the tensile force of the PC steel wire 20 tensioned at both ends of the lower beam 1 is transmitted upward by the variable saddle 30, and thus the lower center of the beam 1 in which the variable saddle 30 is installed Intensive resilience acts on the part. As a result, the loss moment of the lower center portion of the beam 1 can be effectively restored even with a small tensile force at the end of the beam 1. This allows the PC steel wire 20 to be curved on the lower part of the beam 1 so that the restoring moment acts in a form consistent with the loss moment.

The following describes the operating state of the variable saddle according to the present invention with reference to FIG.

9A is a state before the PC steel wire 20 is hypothesized, (B) is a state for tensioning the PC steel wire 20, and (C) is a state where the tension of the PC steel wire 20 is completed. .

First, as shown in (a) of the figure, the saddle housing 31 is mounted under the beam 1, and the flow plate 32 is under the saddle housing 31 so as to be slidable along the slide rod 313. Is located. At this time, in order to prevent the flow plate 32 from being separated from the saddle housing 31, the auxiliary nut 315 is engaged on the thread 314 formed on the outer circumferential surface of the slide rod 313.

Since the above configuration is before the PC steel wire 20 is hypothesized, there is no force applied to the fluid plate 32, and the fluid plate 32 maintains the deflection state.

Next, (b) of the same diagram is intended to relax after installing the PC steel wire 20, the hypothetical PC steel wire 20 is seated in the PC steel wire seating groove 321, so that the fluid plate 32 slide bar 313 Moving upwards along), the upper end of the fixing member 33 is in close contact with the bottom surface of the saddle housing 31.

In this state, if the hydraulic jack 50 is positioned between the saddle housing 31 and the flow plate 32 and then extended, the flow plate 32 moves downward along the slide rod 313, and the PC steel wire 20 is Tension (externally, the bending angle of the PC steel wire increases).

And (C) of the same degree in the state that the tension of the PC steel wire 20 is completed, when the saddle housing 31 and the flow plate 32 is spaced apart by the hydraulic jack 50 is screwed to the fixing member 33 The member 34 is rotated in one direction so that the upper surface thereof is firmly attached to the bottom of the saddle housing 31.

Accordingly, even if the hydraulic jack 50 is removed, the fixing member 33 and the rotating member 34 serve as the support material, thereby allowing to fix the separation distance between the saddle housing 31 and the flow plate 32.

And if you want to fine-tune the tension of the PC steel wire 20 or to readjust the relaxed tension after construction can be achieved by rotating the rotating member 34.

On the other hand, the saddle housing by rotating the nut member 36 located in the slide rod 313 between the threaded saddle housing 31 and the flow plate 32, which is another embodiment of the variable saddle 30 in one direction or the other direction The separation distance between the 31 and the fluid plate 32 can be adjusted, and accordingly, the degree of tension of the PC steel wire 20 (externally, the degree of warpage of the PC steel wire) can be finely adjusted.

As a result, the tension of the PC steel wire 20 can be finely adjusted by adjusting the elongation of the variable saddle 30, and accordingly, the tensile force acting on the lower part of the beam 1 can be optimally adjusted, and the construction is relaxed after construction. By re-controlling the tension, there is an effect that the beam 1 reinforcement can be maintained in an optimal state.

Hereinafter, the beam reinforcement method using the beam lower steel curve arrangement method according to the present invention with reference to the above-described technical configuration and the accompanying drawings will be described in detail.

1. Chipping work

In order to easily attach and install the fixing bracket 10 and the variable saddle 30, the concrete surface under the beam 1 to which the fixing bracket 10 and the variable saddle 30 is to be installed is chipped.

2. Settling Bracket and Adjustable Saddle

The fixing bracket 10 and the variable saddle 30 described above are positioned on the bottom surface of the chipped beam 1.

3. Anchor Installation

The fixing bracket 10 and the variable saddle 30 positioned on the bottom surface of the chipped beam 1 are firmly fixed to the bottom of the beam 1 by using an anchor as a fastening member.

4. Fusing bracket and variable saddle sealing

The gap between the concrete surface is sealed by using a sealing material around the steel plate of the fixing bracket 10 and the variable saddle 30 fixedly installed under the beam 1.

5. Epoxy Injection

Epoxy resin of appropriate physical properties is injected into the inner space of the sealed fixing bracket 10 and the variable saddle 30. In this case, in order to facilitate the injection of epoxy and determine whether the injection is finished, an exhaust pipe may be installed around the steel plate of the fixing bracket 10 and the variable saddle 30.

6. Steel Wire

A plurality of PC steel wire 20 is fitted into the PC steel wire through hole 17 perforated in the support plate member 16 on each fixing bracket 10, and then the binding member is fastened to both ends of the PC steel wire 20 to penetrate the PC steel wire. While not falling out of the ball 17, the PC steel wire 20 is partially tensioned at one end while the PC steel wire 20 is seated on the PC steel wire seating groove 321 of the flow plate 32.

7. Saddle eccentric control

Positioning the variable saddle (30) eccentric by the tension of the PC steel wire 20 so that the tension force is evenly transmitted to the lower beam (1) when re-tensioning the PC steel wire (20).

8. Signet

The hydraulic jack 50 is placed between the saddle housing 31 and the flow plate 32 of the variable saddle 30 and then stretched to tension the PC steel wire 20 again.

At this time, by rotating the rotating member 34 to firmly adhere the upper end to the bottom of the saddle housing 31 to fix the separation distance between the saddle housing 31 and the flow plate (32).

Thereafter, the hydraulic jack 50 is removed, and then the reinforcing method is completed by adjusting the tensile force acting on the lower portion of the beam 1 using the rotating member 34 in an optimal state.

As described in detail above, according to the present invention, by arranging the PC steel wire 20 under the beam 1, a more effective resistance structure than a linear arrangement can be constructed. This is because the shear capacity of the top plate is increased by the vertical force generated by the curve arrangement of the PC steel wire 20, which is a tension material.

In addition, in the case of the straight arrangement, since the movement in the vertical direction with respect to the longitudinal direction of the mold is free, as the load increases, the displacement of the tension member with respect to the neutral axis of the mold gradually decreases. This change in the eccentric position causes a secondary effect that ultimately affects the response of the member and the stress change of the prestressed tension member, resulting in a lower load capacity. Therefore, in the present invention, by installing the variable saddle 30 in the lower middle of the beam (1) effectively minimized the secondary effect.

 The present invention, as described above, by arranging the PC steel wire under the beam by the fixing bracket is installed on both ends of the lower beam and the hydraulic saddle installed in the middle portion of the lower beam beam to prevent secondary cracking of the beam by the fixing bracket. It is possible to prevent and reduce the negative moment acting on the beam end while effectively reinforcing the beam with low tensile force.

In addition, by re-controlling the tension of the PC steel wire using the hydraulic jack on the hydraulic saddle after construction, there is an effect that can maintain and repair the beam reinforcement in the optimal state.

In addition, by arranging the PC steel wire under the beam, prestressing the concrete deck and applying direct compression reduces the width of existing cracks, and some cracks are sealed.

In addition, by increasing the flexural rigidity of the top plate to reduce the flexural cracking of the concrete, it is possible to reduce the deflection caused by the live load and to reduce the increase in time-dependent strain.

Claims (8)

In the beam reinforcement device comprising a PC steel wire, The negative moment acting on the beam end is reduced by curve-aligning the fixing bracket which is installed on both ends of the beam and the PC steel wire that is tensioned between the fixing bracket, and the PC steel wire under the beam. In order to finely adjust the degree of tension of the PC steel wire, the elongated variable birds are installed in the lower part of the beam to adjust the separation distance between the PC wire and the lower beam, The saddle housing comprises a pair of side plates and a bottom plate to cover the bottom of the beam, the saddle housing is installed in the middle portion of the lower beam bottom with a slide rod on the bottom four corners of the bottom plate; A slide hole is formed at four corners of the saddle housing to be formed with a plurality of PC steel wire seating grooves formed on a joint surface with the PC steel wire so as to maintain the curved state of the PC steel wire and to be slidable along the slide rod. Perforated fluid plate; The slide rod is positioned on the inner side of the slide plate and a screw thread is formed on the outer circumferential surface thereof to adjust the degree of tension of the PC steel wire by adjusting the separation distance between the flow plate and the saddle housing. A beam reinforcement apparatus using a beam lower steel line curve arrangement method comprising a member and a variable means provided with a rotating member to be advanced in the vertical direction by rotating along the thread of the fixing member. The method of claim 1, wherein the fixing bracket Consists of a pair of side plates and a bottom plate to wrap the lower part of the beam is fixed to the lower part of the beam by a fastening member, is installed in the width direction on the bottom surface of the bottom plate to bind the PC steel wire, the plurality of PC steel wire through hole perforated And a plurality of flanges welded to the side of the support plate so as to increase the support force of the support plate and the support plate material. The method of claim 2, wherein the fixing bracket The reinforcement plate is further provided on the side plate with the beam end wrapped to further disperse the tensile force transmitted by the PC steel wire to the beam side while preventing deformation of the side plate and the bottom plate and further improving the fixing force. Beam reinforcement apparatus using a beam lower steel curve arrangement method, characterized in that. The side plate according to claim 2 or 3, wherein the side plate is A lifting hole drilled corresponding to a lifting hole that is normally drilled in the lower part of the beam, The lower part of the beam, characterized in that the steel rod is further provided to more effectively disperse the tensile force transmitted by the PC steel wire by fitting between the lifting hole and the lifting hole, and to further increase the fixing force between the beam and the fixing bracket. Beam reinforcement device using steel curve placement method. delete The method of claim 1, The slide rod is formed with a screw thread on its outer peripheral surface, And a nut member on the slide rod to adjust a separation distance between the flow plate and the saddle housing while the flow plate is assembled on the saddle housing to be slidable along the slide rod. Beam reinforcement using lower steel curve placement method. The method of claim 1, wherein the fluid plate Beam reinforcement apparatus using the beam lower line curve placement method, characterized in that it has a curved convex shape downward to maintain the curved angle of the PC steel wire seated on the PC steel wire seating groove smoothly. In the beam reinforcement method comprising a PC steel wire, A fixing bracket is installed at both ends of the beam so as to surround the lower part of the beam, and a variable saddle including a saddle housing, a flow plate, and variable means is installed at the middle part of the beam; Mounting the PC steel wire between the fixing brackets installed at both ends of the lower part of the beam, and partially tensioning the PC steel wire at one end while seating the PC steel wire on the flow plate of the variable saddle; Positioning the hydraulic jack between the saddle housing and the flow plate and stretching the strain to retension the PC steel wire; Fixing the separation distance between the saddle housing and the flow plate by the variable means so as to maintain the tension of the PC steel wire, and removing the hydraulic jack to complete the tension of the PC steel wire. Beam reinforcement method using beam lower steel curve placement method.

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