Device and method for reinforcing round section wood beam by combination of prestressed FRP sheet and high strength steel wire rope

Abstract

The present disclosure relates to a device and a method for reinforcing a round section wood beam by the combination of a prestressed Fiber Reinforce Plastic (FRP) sheet and a high strength steel wire rope. The device includes an FRP sheet adhered to a bottom surface of a log beam in the length direction. A middle supporting piece is mounted in the middle of the log beam. An end part reinforcing anchoring piece is mounted at each of two ends of the log beam. FRP hoops are adhered to the log beam and are located between the middle supporting piece and each of the end part reinforcing anchoring pieces at intervals in the length direction. High strength steel wire ropes with both ends connected to the corresponding end part reinforcing anchoring pieces are respectively arranged on the two sides of the middle supporting piece.

Claims

1. A device for reinforcing a round section wood beam by the combination of a prestressed Fiber Reinforce Plastic (FRP) sheet and a steel wire rope, comprising FRP sheet adhered to a bottom surface of a log beam in the length direction, wherein a middle supporting piece is mounted in the middle of the log beam; an end part reinforcing anchoring piece is mounted at each of two ends of the log beam; a plurality of layers of FRP hoops are adhered to the log beam and are located between the middle supporting piece and each of the end part reinforcing anchoring pieces at intervals in the length direction; and steel wire ropes with both ends connected to the corresponding end part reinforcing anchoring pieces are respectively arranged on the two sides of the middle supporting piece.

2. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 1, wherein the middle supporting piece comprises a bottom arc-shaped steel plate arranged on the log beam; a top arc-shaped steep plate of which the two ends are respectively connected to the bottom arc-shaped steel plate is arranged on the bottom arc-shaped steel plate; and a pair of pressure bearing hole anchors, which are used for the steel wire rope to penetrate through in turn and are arranged at an interval, are respectively arranged on two sides of the bottom arc-shaped steel plate.

3. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 2, wherein two ends of the top arc-shaped steel plate are respectively arranged on outer sides of the two ends of the bottom arc-shaped steel plate; and two side parts of the bottom arc-shaped steel plate are respectively provided with connecting bolts that penetrate through the top arc-shaped steel plate and are locked through nuts.

4. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 3, wherein the end part reinforcing anchoring piece comprises a top arc-shaped steel strip; two side ends of the top arc-shaped steel strip are respectively connected to side arc-shaped steel plates; the other ends of the side arc-shaped steel plates are respectively connected to bottom rectangular flange plates; and the two bottom rectangular flange plates are connected by capped bolts arranged at intervals in the length direction.

5. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 4, wherein side parts of the side arc-shaped steel plates are respectively provided with perforated anchoring pieces connected to the steel wire ropes, and the two perforated anchoring pieces located on the same side and the pressure-bearing hole anchors are not in the same line.

6. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 5, wherein a pressure-bearing anchor is arranged at one end of the steel wire rope; the pressure-bearing anchor is anchored and connected to the end part reinforcing anchoring piece used as an anchoring end; a perforated screw is arranged at the other end of the steel wire rope; and the perforated screw is connected to the end part reinforcing anchoring piece used as a tensioning end and applies pre-tightening force through a screw cap.

7. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 4, wherein two ends of the top arc-shaped steel strip are respectively arranged on outer side of the side arc-shaped steel plates; and the connecting bolts that penetrate through the top arc-shaped steel plate are arranged on the side arc-shaped steel plates and are locked through nuts.

8. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 4, wherein the other ends of the side arc-shaped steel plates are welded with the bottom rectangular flange plates; and three to four circular holes used for realizing connection through the connection of the capped bolts are formed in the bottom rectangular flange plates.

9. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 2, wherein the end part reinforcing anchoring piece comprises a top arc-shaped steel strip; two side ends of the top arc-shaped steel strip are respectively connected to side arc-shaped steel plates; the other ends of the side arc-shaped steel plates are respectively connected to bottom rectangular flange plates; and the two bottom rectangular flange plates are connected by capped bolts arranged at intervals in the length direction.

10. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 9, wherein side parts of the side arc-shaped steel plates are respectively provided with perforated anchoring pieces connected to the steel wire ropes, and the two perforated anchoring pieces located on the same side and the pressure-bearing hole anchors are not in the same line.

11. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 10, wherein a pressure-bearing anchor is arranged at one end of the steel wire rope; the pressure-bearing anchor is anchored and connected to the end part reinforcing anchoring piece used as an anchoring end; a perforated screw is arranged at the other end of the steel wire rope; and the perforated screw is connected to the end part reinforcing anchoring piece used as a tensioning end and applies pre-tightening force through a screw cap.

12. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 9, wherein two ends of the top arc-shaped steel strip are respectively arranged on outer side of the side arc-shaped steel plates; and connecting bolts that penetrate through the top arc-shaped steel plate are arranged on the side arc-shaped steel plates and are locked through nuts.

13. The device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 9, wherein the other ends of the side arc-shaped steel plates are welded with the bottom rectangular flange plates; and three to four circular holes used for realizing connection through the connection of the capped bolts are formed in the bottom rectangular flange plates.

14. A method for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope, involving the device for reinforcing the round section wood beam by combining the prestressed FRP sheet and the steel wire rope according to claim 11, and comprising the following steps: S1, unloading an upper load of a damaged log beam, and then performing supporting; S2, treating the surface of the log beam, embedding or wrapping the damaged part, implementing an embedded part by using a 3D printing technology, adhering an FRP sheet to a pressed side, and performing next step after the FRP sheet is adhered firmly; S3, mounting end part reinforcing anchoring pieces at two ends of the log beam, if there is slight damage at an end part, then filling a gap between the end part and the end part reinforcing anchoring piece with a structural adhesive to enhance the strength thereof and prevent sliding, and then mounting a lengthened middle supporting piece; S4, enabling a steel wire rope to penetrate through the perforated anchoring piece of the end part reinforcing anchoring piece at an anchoring end, a pressure-bearing hole anchor on a middle supporting piece side, and a hole in a perforated long screw, and anchoring the two ends of the steel wire rope; and enabling the perforated long screw to penetrate through the perforated anchoring piece of the end part reinforcing anchoring piece at a tensioning end and applying a force to the steel wire rope by screwing a nut, during the process, the force being controlled by using a torque wrench, and real-time monitoring being performed on the deflection of the beam by using a displacement meter; and S5, adhering an FRP sheet to a tensioned side of the log beam after the log beam produces a slight reverse arch, adhering and compressing by using FRP hoops, and recovering the upper load after the FRP hoops are adhered tightly, wherein if the beam is still in a reserve arch state at this time, then the steel wire rope may be released properly, so that the bottom of the beam produces tension strain to complete the application of the prestressed force to the FRP sheet.

15. A method for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope, involving the device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the steel wire rope according to claim 6, and comprising the following steps: S1, unloading an upper load of a damaged log beam, and then performing supporting; S2, treating the surface of the log beam, embedding or wrapping the damaged part, implementing an embedded part by using a 3D printing technology, adhering an FRP sheet to a pressed side, and performing next step after the FRP sheet is adhered firmly; S3, mounting end part reinforcing anchoring pieces at two ends of the log beam, if there is slight damage at an end part, then filling a gap between the end part and the end part reinforcing anchoring piece with a structural adhesive to enhance the strength thereof and prevent sliding, and then mounting a lengthened middle supporting piece; S4, enabling a steel wire rope to penetrate through the perforated anchoring piece of the end part reinforcing anchoring piece at an anchoring end, a pressure-bearing hole anchor on a middle supporting piece side, and a hole in a perforated long screw, and anchoring the two ends of the steel wire rope; and enabling the perforated long screw to penetrate through the perforated anchoring piece of the end part reinforcing anchoring piece at a tensioning end and applying a force to the steel wire rope by screwing a nut, during the process, the force being controlled by using a torque wrench, and real-time monitoring being performed on the deflection of the beam by using a displacement meter; and S5, adhering an FRP sheet to a tensioned side of the log beam after the log beam produces a slight reverse arch, adhering and compressing by using FRP hoops, and recovering the upper load after the FRP hoops are adhered tightly, wherein if the beam is still in a reserve arch state at this time, then the steel wire rope may be released properly, so that the bottom of the beam produces tension strain to complete the application of the prestressed force to the FRP sheet.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 is a schematic diagram of a device for reinforcing a round section wood beam by the combination of a prestressed FRP sheet and a high strength steel wire rope in an embodiment of the present disclosure;

(2) FIG. 2 is a schematic diagram of an end part reinforcing anchoring piece in an embodiment of the present disclosure;

(3) FIG. 3 is a schematic diagram of a middle supporting piece in an embodiment of the present disclosure; and

(4) FIG. 4 is a schematic diagram of the high strength steel wire rope in an embodiment of the present disclosure.

(5) Reference signs in the drawings: 10—log beam; 20—FRP sheet; 30—middle supporting piece; 31—bottom arc-shaped steel plate; 32—top arc-shaped steel plate; 33—pressure-bearing hole anchor; 34—connecting bolt; 35—nut; 40—end part reinforcing anchoring piece; 41—top arc-shaped steel strip; 42—side arc-shaped steel plate; 43—bottom rectangular flange plate; 44—capped bolt; 45—perforated anchoring piece; 46—connecting bolt; 50—FRP hoop; 60—high strength steel wire rope; 61—pressure-bearing anchor; 62—perforated screw; and 63—screw nut.

DETAILED DESCRIPTION OF THE EMBODIMENTS

(6) In order to make the above-mentioned characteristics and advantages of the present disclosure more obvious and understandable, detailed description is made as below by giving embodiments with reference to the attached drawings hereafter. However, the present disclosure is not limited to this.

(7) Referring to FIG. 1 to FIG. 4

(8) A device for reinforcing a round section wood beam by the combination of a prestressed Fiber Reinforce Plastic (FRP) sheet and a high strength steel wire rope includes FRP sheet 20 adhered to a bottom surface of a log beam 10 in the length direction. A middle supporting piece 30 is mounted in the middle of the log beam. An end part reinforcing anchoring piece 40 is mounted at each of two ends of the log beam. A plurality of layers of FRP hoops 50 are adhered to the log beam and are located between the middle supporting piece and each of the end part reinforcing anchoring pieces at intervals in the length direction. High strength steel wire ropes 60 with both ends connected to the corresponding end part reinforcing anchoring pieces are respectively arranged on the two sides of the middle supporting piece.

(9) In the present embodiment, the middle supporting piece includes a bottom arc-shaped steel plate 31 arranged on the log beam upside down. A top arc-shaped steep plate 32 of which the two ends are respectively connected to the bottom arc-shaped steel plate is arranged on the bottom arc-shaped steel plate upside down. A pair of pressure-bearing hole anchors 33, which are used for the high strength steel wire rope to penetrate through in turn and are arranged at an interval, are respectively arranged on two sides of the bottom arc-shaped steel plate.

(10) In the present embodiment, two ends of the top arc-shaped steel plate are respectively arranged on the outer sides of the two ends of the bottom arc-shaped steel plate. The two side parts of the bottom arc-shaped steel plate are respectively provided with connecting bolts 34 that penetrate through the top arc-shaped steel plate and are locked through nuts 35.

(11) In the present embodiment, the end part reinforcing anchoring piece includes a top arc-shaped steel strip 41. Two side ends of the top arc-shaped steel strip are respectively connected to side arc-shaped steel plates 42. The other ends of the side arc-shaped steel plates are respectively connected to bottom rectangular flange plates 43. The two bottom rectangular flange plates are connected by capped bolts 44 arranged at intervals in the length direction.

(12) In the present embodiment, the side parts of the side arc-shaped steel plates are respectively provided with perforated anchoring pieces 45 connected to the high strength steel wire ropes, and the two perforated anchoring pieces located on the same side and the pressure-bearing hole anchors are not in the same line, so that the bottom arc-shaped steel plate can apply a pressure to the log beam better when a pre-tightening force is applied to the high strength steel wire ropes.

(13) In the present embodiment, two ends of the top arc-shaped steel plate are respectively arranged on the outer sides of the two ends of the bottom arc-shaped steel plate; and the two side parts of the bottom arc-shaped steel plate are respectively provided with connecting bolts 46 that penetrate through the top arc-shaped steel plate and are locked through nuts.

(14) In the present embodiment, the other ends of the side arc-shaped steel plates are welded with the bottom rectangular flange plates. Three to four circular holes used for realizing connection through the connection of the capped bolts are formed in the bottom rectangular flange plates.

(15) In the present embodiment, a pressure-bearing anchor 61 is arranged at one end of the high strength steel wire rope. The pressure-bearing anchor is anchored and connected to the end part reinforcing anchoring piece used as an anchoring end. A perforated screw 62 is arranged at the other end of the high strength steel wire rope. The perforated screw is connected to the end part reinforcing anchoring piece used as a tensioning end and applies pre-tightening force through a screw cap 63. A pressure-bearing section of the high strength steel wire rope is subjected to certain reinforcement and wear-resistant treatment.

(16) A method for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the high strength steel wire rope involves the device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the high strength steel wire rope and includes the following steps:

(17) S1: An upper load of a damaged log beam is unloaded, the surface of the log beam is treated, a decayed part of the log beam is removed, and then the log beam is wrapped or embedded with a wood block or other suitable materials, and is wrapped with an FRP sheet. A modern scanning technology and a 3D printing technology can be combined for the wood block that needs to be embedded. First, an excavated part is scanned to obtain a model thereof, and then the model is printed by a 3D printing method. A printing material needs to be similar to the properties of wood. Through such a method, a series of problems encountered in carving embedded wood blocks can be avoided. A crack with large width is embedded with the wood block, and a crack with large length is repaired with polymer material grouting.

(18) S2: After the surface damage is treated, supporting is performed symmetrically at the positions of ⅓ of the beam length (if a supporting position is damaged seriously, the position should be adjusted properly) to recover the deformation. Then, the FRP sheet is adhered in the middle of span, and hoops are hooped and reinforced at two ends of the FRP sheet subsequently. In addition, surface cleaning surface is performed for other parts, so that the FRP sheet can be firmly adhered to the wood material. If there is damage on a pressed side, the next step should be performed after the FRP sheet is adhered to the pressed side in advance before supporting or applying prestress.

(19) S3: A middle supporting piece is mounted in the middle of the span of the log beam, and an end part reinforcing anchoring piece at a tensioning end and an end part reinforcing anchoring piece at an anchoring end are mounted at two ends of the log beam. If there is slight damage at an end part, a gap between the end part and the end part reinforcing anchoring piece is filled with a structural adhesive to enhance the strength thereof and prevent sliding, where the mounting of the end part reinforcing anchoring piece includes the following steps in turn: (a) bypassing the top arc-shaped steel strip around the log beam; (b) reversely buckling, connecting and fixing the side arc-shaped steel plates welded with flange plates and the top arc-shaped steel strip; and (c) connecting and fixing the bottom flange plate by using a bolt or a long screw and two pairs of nuts; similarly, reversely buckling, connecting and fixing the bottom arc-shaped steel plate and the top steel strip by the middle supporting piece through bolts; and then, mounting the lengthened middle supporting piece.

(20) S4: The high strength steel wire rope is enabled to penetrate through a perforated anchoring piece of the end part reinforcing anchoring piece at an anchoring end, a pressure-bearing hole anchor on the middle supporting piece, and an anchoring hole in the end part reinforcing anchoring piece at a tensioning end in turn. The steel wire rope at the anchoring end is fixed after penetrating through a pressure-bearing anchor. At the tensioning end, after the steel wire rope penetrates through the perforated long screw and is anchored, the nut is screwed to apply the prestress to the steel wire rope through a torque wrench. However, it is noted that the prestress is applied to the two sides of the tensioning end simultaneously and synchronously to ensure that the beam does not cause lateral buckling, when the prestress is applied, the force is controlled by using the torque wrench, and the deflection of the beam is monitored by a displacement meter in real time, so that the reading values of the torque wrench is ensured within a certain range.

(21) S5: Prestress is applied to the steel wire rope until the beam produces a certain reverse arch (a reverse arch value needs to be monitored and controlled by arranging displacement meters at key positions, such as the middle of the span), corresponding supporting pieces are removed after the log beam produces slight reverse arch. The FRP sheet is adhered to the tensioned side of the log beam, and FRP hoops are adhered and pressed tightly, so as to prevent the edge of the FRP sheet from wrapping and the like in subsequent stress.

(22) S6: After the bonding strength between the FRP sheet and the wood beam reaches a certain value or the number of curing days reaches a specified number of days, the steel wire rope is released properly, so that the deflection of the beam recovers a normal deformation value to complete the application of the prestress. If an upper part has an external load, and the load is only unloaded during construction, then the application of the prestress to the FRP sheet is realized by recovering the load, and if the beam is still in a reverse arch state, the high strength steel wire rope may be released properly.

(23) Another method for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the high strength steel wire rope involves the device for reinforcing the round section wood beam by the combination of the prestressed FRP sheet and the high strength steel wire rope and includes the following steps:

(24) S1: An upper load of a damaged log beam is unloaded, and the surface of the log beam is treated, a decayed part of the log beam is removed, and then the log beam is wrapped or embedded with a wood block or other suitable materials, and is wrapped with FRP sheet. A modern scanning technology and a 3D printing technology can be combined for the wood block that needs to be embedded. First, an excavated part is scanned to obtain a model thereof, and then the model is printed by a 3D printing method. A printing material needs to be similar to the properties of wood. Through such a method, a series of problems encountered in carving embedded wood blocks can be avoided. A crack with large width is embedded with the wood block, and a crack with large length is repaired with polymer material grouting.

(25) S2: After the surface damage is treated, supporting is performed symmetrically at the position of ⅓ of the beam length (if the supporting position is damaged seriously, the position should be adjusted properly) to recover the deformation. Then, the FRP sheet is adhered in the middle of span, and hoops are hooped and reinforced at two ends of the FRP sheet subsequently. In addition, surface cleaning surface is performed for other parts, so that the FRP sheet can be firmly adhered to a wood material. If there is damage on a pressed side, the next step should be performed after the FRP sheet is adhered to the pressed side in advance before supporting or applying prestress.

(26) S3: A middle supporting piece is mounted in the middle of the span of the log beam, and an end part reinforcing anchoring piece at a tensioning end and an end part reinforcing anchoring piece at an anchoring end are mounted at two ends of the log beam. If there is slight damage at an end part, a gap between the end part and the end part reinforcing anchoring piece with a structural adhesive to enhance the strength thereof and prevent sliding, where the mounting of the end part reinforcing anchoring piece includes the following steps in turn: (a) bypassing the top arc-shaped steel strip around the log beam; (b) reversely buckling, connecting and fixing the side arc-shaped steel plates welded with flange plates and the top arc-shaped steel strip; and (c) connecting and fixing the bottom flange plate by using a bolt or a long screw and two pairs of nuts; similarly, reversely buckling, connecting and fixing the bottom arc-shaped steel plate and the top steel strip by the middle supporting piece through bolts; and then, mounting the lengthened middle supporting piece, where two middle supporting pieces need to be mounted at ⅓ positions of the beam respectively, and should be far away from the end parts.

(27) S4: The high strength steel wire rope is enabled to penetrate through a perforated anchoring piece of the end part reinforcing anchoring piece at an anchoring end, pressure-bearing hole anchors on the two middle supporting pieces at the ⅓ positions, and an anchoring hole in the end part reinforcing anchoring piece at a tensioning end in turn. The steel wire rope at the anchoring end is fixed after penetrating through a pressure-bearing anchor. At the tensioning end, after the steel wire rope penetrates through the perforated long screw and is anchored, the nut is screwed to apply the prestress to the steel wire rope through a torque wrench. However, it is noted that the prestress is applied to the two sides of the tensioning end simultaneously and synchronously to ensure that the beam does not cause lateral buckling, when the prestress is applied, the force is controlled by using the torque wrench, and the deflection of the beam is monitored by a displacement meter in real time, so that the reading values of the torque wrench is ensured within a certain range.

(28) S5: Prestress is applied to the steel wire rope until the beam produces a certain reverse arch (a reverse arch value needs to be monitored and controlled by arranging displacement meters at key positions, such as the middle of the span), corresponding supporting piece is removed after the log beam produces slight reverse arch. The FRP sheet is adhered to the tensioned side of the log beam, and FRP hoops are adhered and pressed tightly, so as to prevent the edge of the FRP sheet from wrapping and the like in subsequent stress.

(29) S6: After the bonding strength between the FRP sheet and the wood beam reaches a certain value or the number of curing days reaches a specified number of days, the steel wire rope is released properly, so that the deflection of the beam recovers a normal deformation value to complete the application of the prestress. If an upper part has an external load, and the load is only unloaded during construction, then the application of the prestress to the FRP sheet is realized by recovering the load, and if the beam is still in a reverse arch state, the high strength steel wire rope may be released properly.

(30) The above description is only a preferred embodiment of the present disclosure. For those of ordinary skill in the art, different forms of devices and methods for reinforcing a round section wood beam by the combination of a prestressed FRP sheet and a high strength steel wire rope are designed without creative efforts according to the teaching of the present disclosure. All equivalent changes, modifications, substitutions, and variations made in accordance with the scope of the patent application of the present disclosure without departing from the principle and spirit of the present disclosure shall fall within the scope of the present disclosure.