CN214091138U - FRP cloth and wire rope prestressing force reinforcing circular cross section timber beams device - Google Patents
FRP cloth and wire rope prestressing force reinforcing circular cross section timber beams device Download PDFInfo
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- CN214091138U CN214091138U CN202022901185.7U CN202022901185U CN214091138U CN 214091138 U CN214091138 U CN 214091138U CN 202022901185 U CN202022901185 U CN 202022901185U CN 214091138 U CN214091138 U CN 214091138U
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Abstract
The utility model relates to a FRP cloth and wire rope prestressing force reinforcement circle cross-section timber beams device, include along the FRP cloth of length direction pasting on the log bottom of the beam surface, the mid-mounting of log roof beam has middle part bearing piece, and tip reinforcing anchor assembly is all installed at the both ends of log roof beam, and it has a plurality of layers of FRP hoop to paste along the length direction interval on the log roof beam and between being located middle part bearing piece and the tip reinforcing anchor assembly, the both sides of middle part bearing piece are provided with the high strength wire rope that both ends all are connected with the tip reinforcing anchor assembly that corresponds respectively. The device overcomes the problems of insufficient rigidity, bearing capacity and the like of bent members such as wood beams and the like in practical engineering; the structure has the advantages of effectively avoiding the falling and overhaul of the original structure, having low interference degree on the structure, having small interference on the life of residents, having excellent anti-corrosion performance and the like.
Description
Technical Field
The utility model relates to a FRP cloth and wire rope prestressing force reinforcement circle cross-section timber beams device.
Background
For the traditional residential building, the main structural system is a timber frame load-bearing structural system, and the load-bearing material is mainly wood; the wood is a natural and naturally degradable green organic material (which is also the advantage of the natural material as a healthy and environment-friendly material), is easily eroded by microorganisms such as wood rot fungi and the like and termites and the like, so that the exterior and interior of the wood are rotten, and the loss of building value information and the loss of the appearance are caused; even for severely decayed components, there are structural comfort and safety issues with excessive deformation and sudden brittle fracture that are uncomfortable due to excessive performance degradation.
At present, the existing wood beam reinforcing methods include: bolt reinforcement, wood plate clamping, steel plate supporting, built-in core materials, supporting, FRP reinforcement, prestress reinforcement and the like; in addition, auxiliary reinforcing methods such as polymer grouting, local embedding or embedding are often required to be adopted for continuous reinforcement. However, these methods have certain limitations, only temporary repair reinforcement can be performed, and the post-maintenance is quite troublesome, and even for some bending members with large deformation, many conventional reinforcement methods are often limited in use or poor in correction effect. Most of the traditional reinforcing methods are repair methods based on the experience of craftsmen, and a complete and systematic reinforcing scientific method is not available. For the reinforcement of the novel FRP, the method is a passive reinforcement method, the FRP needs to deform to a certain degree to play a role, the rigidity of the member is often not greatly improved, although the utilization rate and the rigidity of the material performance can be improved by applying prestress, the process is often complex, and the method is particularly difficult for members with similar circular cross sections.
Disclosure of Invention
An object of the utility model is to provide a FRP cloth and wire rope prestressing force reinforcement circular section wooden beam device, the device has overcome the not enough problems such as rigidity and bearing capacity that flexural member such as wooden beam faced in the actual engineering.
The technical scheme of the utility model lies in: the utility model provides a FRP cloth and wire rope prestressing force reinforcement circle section timber beams device, includes and pastes the FRP cloth on the damage log bottom surface along length direction, and the mid-mounting of the former timber beams of damage has middle part bearing piece, and tip reinforcing anchor assembly is all installed at the both ends of the former timber beams of damage, and it has a plurality of layers of FRP hoop to paste along the length direction interval between middle part bearing piece and the tip reinforcing anchor assembly just to be located on the former timber beams of damage, the both sides of middle part bearing piece are provided with the wire rope that excels in that both ends all are connected with the tip reinforcing anchor assembly that corresponds respectively.
Further, middle part bearing piece is including being used for detaining the bottom arc steel sheet of putting on the damage log roof beam, the upside of bottom arc steel sheet is detained and is put the top arc steel sheet that has both ends to be connected with bottom arc steel sheet respectively, and the both sides of bottom arc steel sheet are provided with a pair of pressure-bearing hole ground tackle that is used for high strength steel wire rope to pass in proper order and the interval sets up respectively.
Furthermore, the two ends of the top arc-shaped steel plate are respectively buckled 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 a connecting bolt penetrating through the top arc-shaped steel plate and locked through a nut.
Further, tip reinforcing anchor assembly includes a top arc billet, the both sides end of top arc billet is connected with lateral part arc steel sheet respectively, the other end of lateral part arc steel sheet is connected with bottom rectangle flange board respectively, is connected through the cap bolt of wearing that sets up along the length direction interval between the two bottom rectangle flange boards.
Furthermore, the side parts of the side part arc-shaped steel plates are respectively provided with a perforated anchoring part used for being connected with the high-strength steel wire rope.
Furthermore, the two ends of the top arc-shaped steel bar are respectively buckled on the outer sides of the side arc-shaped steel bars, and the side arc-shaped steel plates are provided with connecting bolts penetrating through the top arc-shaped steel bars and locked through nuts.
Furthermore, the other end of the side arc steel is welded with a bottom rectangular flange plate, and 3-4 circular holes for connection through cap-wearing bolts are formed in the bottom rectangular flange plate.
Furthermore, one end of the high-strength steel wire rope is provided with a pressure-bearing anchorage device, the pressure-bearing anchorage device is connected with an end part reinforcing anchorage device used as an anchoring end in an anchoring mode, the other end of the high-strength steel wire rope is provided with a threaded rod with holes, and the threaded rod with holes is connected with the end part reinforcing anchorage device used as a tensioning end and applies pretightening force through a nut.
Compared with the prior art, the utility model has the advantages of it is following:
(1) the device not only conveniently consolidates the construction, little to original structure disturbance, can play the effect that improves bearing capacity, rigidity and ductility and control deformation moreover, can also indirectly promote the reliability and the security level of structure through setting up of twice defence line. The method overcomes the problems of insufficient rigidity, bearing capacity and the like of bent members such as wood beams and the like in the actual engineering, and is not only suitable for reinforcing and strengthening newly-built structural members, but also suitable for repairing and strengthening the existing structures. However, the reinforcing device is based on series of common components such as wood beams with approximate circular cross sections in the traditional residential buildings, so the reinforcing device is not suitable for wood beams with rectangular cross sections and wood beams with serious end damage, but can be improved and optimized on the basis to be suitable for use, and the reinforcing method is similar.
(2) The device utilizes the device that prestressing force FRP and high strength wire rope combination reinforced wood beam to control the damage and the deformation of wood beam, reaches the target that promotes wood beam bearing capacity, rigidity, ductility, safe deposit, has good reinforcement effect.
(3) The reinforcing device belongs to in-situ reinforcement, does not need to detach wood beams and drop frame overhaul, has small interference to the life of residents and small overall disturbance to the structure.
(4) The FRP reinforcing material and the high-strength steel wire rope are combined and reinforced to provide two lines of defense for the structure, the brittle fracture of the member can be prevented, the ductility of the member is improved, when one reinforcing material is close to a limit state, the other reinforcing material can continuously provide bearing capacity, and the safety storage is very sufficient.
(5) The invention adopts the prestress reinforcement method, which can change passive reinforcement into active reinforcement and exert the mechanical property of the reinforcement material to a great extent.
(6) The FRP cloth and the steel wire rope have the characteristics of light weight, high strength, wear resistance, corrosion resistance, high temperature resistance, fatigue resistance and the like, can improve the ageing resistance, corrosion resistance and moisture resistance of the wood beam, improve the initial defects of the wood beam, and overcome the series of problems of corrosion, increased self weight and the like caused by the traditional iron piece reinforcing method.
Drawings
FIG. 1 is a schematic view of a device for reinforcing a wood beam with a circular cross section by prestress of FRP cloth and a steel wire rope according to the present invention;
FIG. 2 is a schematic view of the middle-end reinforcing anchor of the present invention;
FIG. 3 is a schematic view of a middle support of the present invention;
fig. 4 is a schematic view of a medium-high strength steel wire rope according to the present invention;
in the figure: 10-log beam; 20-FRP cloth; 30-a middle support; 31-bottom arc-shaped steel plate; 32-top arc-shaped steel plate; 33-a pressure-bearing hole anchor; 34-connecting bolts; 40-an end reinforcing anchor; 41-top arc steel bars; 42-side arc-shaped steel plates; 43-bottom rectangular flange plate; 44-cap bolts; 45-foraminous anchors; 46-connecting bolts; 50-FRP hoop; 60-high strength steel wire rope; 61-a pressure-bearing anchorage; 62-screw with hole; 63-screw cap.
Detailed Description
In order to make the aforementioned features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below, but the present invention is not limited thereto.
Refer to fig. 1 to 4
The utility model provides a FRP cloth and wire rope prestressing force consolidates round section timber beams device, includes and pastes the FRP cloth 20 on the log roof beam 10 bottom surface along length direction, and the mid-mounting of log roof beam has middle part bearing piece 30, and tip reinforcing anchor assembly 40 is all installed at the both ends of log roof beam, and it has a plurality of layers of FRP hoop 50 to paste along the length direction interval on the log roof beam and be located between middle part bearing piece and the tip reinforcing anchor assembly, the both sides of middle part bearing piece are provided with the wire rope 60 that excels in that both ends all are connected with the tip reinforcing anchor assembly that corresponds respectively.
In this embodiment, middle part bearing piece is including being used for detaining the bottom arc steel sheet 31 of putting on the log roof beam, the upside of bottom arc steel sheet is detained and is put the top arc steel sheet 32 that has both ends to be connected with bottom arc steel sheet respectively, and the both sides of bottom arc steel sheet are provided with a pair of pressure-bearing hole ground tackle 33 that is used for high strength steel wire rope to pass in proper order and the interval sets up respectively.
In this embodiment, the both ends outside of bottom arc steel sheet is detained respectively in the both ends of top arc steel sheet, the both sides portion of bottom arc steel sheet is provided with respectively and passes the connecting bolt 34 of top arc steel sheet and lock through nut 35.
In this embodiment, tip reinforcing anchor assembly includes a top arc billet 41, the both sides end of top arc billet is connected with lateral part arc steel sheet 42 respectively, the other end of lateral part arc steel sheet is connected with bottom rectangle flange board 43 respectively, is connected through wearing the cap bolt 44 that sets up along the length direction interval between two bottom rectangle flange boards.
In this embodiment, the side portions of the arc-shaped steel plates at the side portions are respectively provided with a perforated anchoring member 45 for connecting with the high-strength steel wire rope, and the two perforated anchoring members and the pressure-bearing hole anchoring member which are positioned at the same side are not in the same line, so that the arc-shaped steel plates at the bottom can better apply pressure to the log beam when applying a pre-tightening force to the high-strength steel wire rope.
In this embodiment, the outside in lateral part arc steel is detained respectively at the both ends of top arc billet, be provided with the connecting bolt 46 that passes top arc billet on the lateral part arc steel sheet and through the nut locking.
In this embodiment, the other end of the side arc steel is welded to the bottom rectangular flange plate, and the bottom rectangular flange plate is provided with 3-4 circular holes for connection by bolts with caps.
In this embodiment, one end of the high-strength steel wire rope is provided with a pressure-bearing anchorage device 61, the pressure-bearing anchorage device is connected with an end part reinforcing anchorage device serving as an anchoring end in an anchoring manner, the other end of the high-strength steel wire rope is provided with a threaded rod 62 with holes, the threaded rod is connected with the end part reinforcing anchorage device serving as a tensioning end and applies pretightening force through a nut 63, and the pressure-bearing section of the high-strength steel wire rope is subjected to certain reinforcing and wear-resisting treatment.
When the reinforcing device for reinforcing the wood beam by combining the prestressed FRP and the high-strength steel wire rope is used for reinforcing the wood beam, the steps are as follows:
step S1: unloading the upper load of the damaged log beam, processing the surface of the log beam, removing rotten parts of the log beam, then embedding or embedding the rotten parts with wood blocks or other suitable materials and wrapping the rotten parts with FRP (fiber reinforced plastic) cloth, combining the wood blocks needing to be embedded with a 3D (three-dimensional) printing technology by adopting a modern scanning technology, firstly scanning the excavated parts to obtain a model, and then printing the model by using a 3D printing method, wherein the printing material needs to be similar to the wood material; by such a method, a series of problems encountered by engraving of the infill block can be avoided; embedding and repairing the wood block for the crack with larger width, and grouting and repairing the crack with larger length by using a high polymer material;
step S2: after surface damage treatment, symmetrically supporting at 1/3 position of the beam length (if the supporting position has serious damage, the position should be properly adjusted), recovering deformation, then sticking FRP cloth across, and firmly hooping two ends of the FRP cloth with hoop in the subsequent process; in addition, the surface of other parts should be cleaned so that the FRP can be firmly bonded with the wood; if the compression side has damage, FRP cloth is adhered to the compression side in advance before supporting the top or before applying prestress to reinforce, and then the next step is carried out;
step S3: installing end part reinforcing anchoring pieces at the middle part and the tensioning end and end part reinforcing anchoring pieces at the anchoring end at the midspan and two ends of the log beam, and filling structural glue between the end part reinforcing anchoring pieces and the end part reinforcing anchoring pieces to enhance the strength of the end part reinforcing anchoring pieces and prevent slippage if the end parts have slight damage; wherein, the installation of tip reinforcing anchor member does in proper order: (a) bypassing the top arc-shaped steel bar around the wood beam, (b) connecting and fixing the side arc-shaped steel plate welded with the flange plate and the top arc-shaped steel bar through bolts in a reverse buckling manner; (c) connecting and fixing the bottom flange plate by using bolts or long screws and two pairs of nuts; similarly, the middle supporting piece is used for connecting and fixing the bottom arc-shaped steel plate and the top rigid strip through bolts in a reverse buckling manner; then the lengthened middle supporting piece is installed;
step S4: the high-strength steel wire rope sequentially passes through a perforated anchoring part of an end part reinforcing anchoring part on an anchoring end, a pressure-bearing hole anchorage device on a middle supporting part and an anchor hole on an end part reinforcing anchoring part on a tensioning end, the steel wire rope on the anchoring end passes through the pressure-bearing anchorage device to be fixed, and the tensioning end needs to firstly pass through a perforated long screw rod to be anchored and then tighten a nut through a torque wrench to apply prestress to the steel wire rope; it should be noted that, pre-tightening force is required to be synchronously applied to two sides of the tensioning end to ensure that the beam is not laterally unstable, and when the pre-tightening force is applied, a torque wrench is adopted to control force, and a displacement meter is used to monitor beam deflection in real time to ensure that the reading value of the torque wrench is within a certain range;
step S5: applying prestress to the steel wire rope until the beam generates certain reverse arch (the reverse arch value needs to be monitored and controlled by arranging a displacement meter at a key position such as a midspan), removing a corresponding supporting top after the log beam generates slight reverse arch, sticking FRP cloth on the tensile side of the log beam, and sticking and pressing by using an FRP hoop so as to prevent the problems of FRP edge warping and the like when subsequent stress is applied;
step S6: after the bonding strength between the FRP cloth and the wood beam reaches a certain value or the curing days reach the specified days, properly tensioning the steel wire rope to restore the beam deflection to the normal deformation value so as to complete prestress application on the FRP cloth; if the upper part has external load and is only unloaded in the construction process, the prestress of the FRP cloth can be applied by recovering the load, and if the upper part is still in an inverted arch state, the high-strength steel wire rope can be properly tensioned.
The above is only the preferred embodiment of the present invention, and all the equivalent changes and modifications made according to the claims of the present invention should be covered by the present invention.
Claims (8)
1. The utility model provides a FRP cloth and wire rope prestressing force reinforcement circle cross-section timber beams device, a serial communication port, include along the FRP cloth of length direction pasting on the face of damaged log beam, the mid-mounting of the former timber beam of damage has middle part bearing piece, and tip reinforcing anchor assembly is all installed at the both ends of the former timber beam of damage, and on the former timber beam of damage and lie in and paste a plurality of layers of FRP hoop along the length direction interval between middle part bearing piece and the tip reinforcing anchor assembly, the both sides of middle part bearing piece are provided with the high strength wire rope that both ends all are connected with the tip reinforcing anchor assembly that corresponds respectively.
2. The FRP cloth and wire rope prestressed reinforcement round section timber beams device of claim 1, wherein the middle supporting member comprises a bottom arc-shaped steel plate for buckling on the damaged log beam, the upper side of the bottom arc-shaped steel plate is buckled with a top arc-shaped steel plate, two ends of the top arc-shaped steel plate are respectively connected with the bottom arc-shaped steel plate, and two sides of the bottom arc-shaped steel plate are respectively provided with a pair of pressure-bearing hole anchors which are used for high-strength wire ropes to sequentially pass through and are arranged at intervals.
3. The FRP cloth and wire rope prestressed reinforcement round section wooden beam device of claim 2, wherein both ends of the top arc-shaped steel plate are respectively fastened outside both ends of the bottom arc-shaped steel plate, and both side portions of the bottom arc-shaped steel plate are respectively provided with a connecting bolt penetrating through the top arc-shaped steel plate and locked by a nut.
4. The FRP cloth and wire rope prestressed reinforcement circular-section wood beam device according to claim 2 or 3, wherein the end reinforcement anchor comprises a top arc-shaped steel bar, two side ends of the top arc-shaped steel bar are respectively connected with a side arc-shaped steel plate, the other ends of the side arc-shaped steel plates are respectively connected with a bottom rectangular flange plate, and the two bottom rectangular flange plates are connected through cap-mounted bolts arranged at intervals along the length direction.
5. The FRP cloth and wire rope prestressed reinforcement round section timber beams device of claim 4, characterized in that the side parts of the side part arc-shaped steel plates are respectively provided with a perforated anchoring part for connecting with a high-strength wire rope.
6. The FRP cloth and wire rope prestressed reinforcement circular-section wood beam device according to claim 4, wherein both ends of the top arc-shaped steel bar are respectively fastened to the outer sides of the side arc-shaped steel plates, and the side arc-shaped steel plates are provided with connecting bolts penetrating through the top arc-shaped steel bar and locked by nuts.
7. The FRP cloth and wire rope prestressed reinforcement circular-section wood beam device as claimed in claim 4, wherein the other end of the side arc steel is welded with a bottom rectangular flange plate, and the bottom rectangular flange plate is provided with 3-4 circular holes for connection through cap-mounted bolts.
8. The FRP cloth and wire rope prestress reinforcing round-section wood beam device according to claim 1, 2, 3 or 5, wherein one end of the high-strength wire rope is provided with a pressure-bearing anchorage device, the pressure-bearing anchorage device is connected with an end part reinforcing anchorage device used as an anchoring end in an anchoring manner, the other end of the high-strength wire rope is provided with a screw rod with holes, and the screw rod with holes is connected with the end part reinforcing anchorage device used as a tensioning end and applies pretightening force through a nut.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022901185.7U CN214091138U (en) | 2020-12-07 | 2020-12-07 | FRP cloth and wire rope prestressing force reinforcing circular cross section timber beams device |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202022901185.7U CN214091138U (en) | 2020-12-07 | 2020-12-07 | FRP cloth and wire rope prestressing force reinforcing circular cross section timber beams device |
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| CN214091138U true CN214091138U (en) | 2021-08-31 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392288A (en) * | 2020-12-07 | 2021-02-23 | 福州大学 | Device and method for reinforcing wood beam by combining prestressed FRP (fiber reinforced Plastic) and high-strength steel wire rope |
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2020
- 2020-12-07 CN CN202022901185.7U patent/CN214091138U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392288A (en) * | 2020-12-07 | 2021-02-23 | 福州大学 | Device and method for reinforcing wood beam by combining prestressed FRP (fiber reinforced Plastic) and high-strength steel wire rope |
| CN112392288B (en) * | 2020-12-07 | 2024-06-04 | 福州大学 | Device and method for reinforcing wood beam by combining prestress FRP (fiber reinforced Plastic) and high-strength steel wire rope |
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