CN221194377U - Wooden node carbon fiber cloth reinforced structure - Google Patents
Wooden node carbon fiber cloth reinforced structure Download PDFInfo
- Publication number
- CN221194377U CN221194377U CN202322417127.0U CN202322417127U CN221194377U CN 221194377 U CN221194377 U CN 221194377U CN 202322417127 U CN202322417127 U CN 202322417127U CN 221194377 U CN221194377 U CN 221194377U
- Authority
- CN
- China
- Prior art keywords
- carbon fiber
- fiber cloth
- wood
- mortise
- node
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229920000049 Carbon (fiber) Polymers 0.000 title claims abstract description 78
- 239000004917 carbon fiber Substances 0.000 title claims abstract description 78
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 title claims abstract description 77
- 239000004744 fabric Substances 0.000 title claims abstract description 72
- 239000002023 wood Substances 0.000 claims abstract description 65
- 230000002787 reinforcement Effects 0.000 claims abstract description 31
- 239000003292 glue Substances 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 abstract description 16
- 238000010008 shearing Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 239000002253 acid Substances 0.000 description 3
- 239000003513 alkali Substances 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 241000233866 Fungi Species 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004643 material aging Methods 0.000 description 1
- 239000011208 reinforced composite material Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a wood node carbon fiber cloth reinforcing structure, and belongs to the field of wood node reinforcement. According to the utility model, the wooden mortise-tenon joint is reinforced by adopting carbon fiber cloth, two wooden beams are connected in a mortise-tenon mode in a transverse mode and a longitudinal mode, the carbon fiber cloth is attached in the parallel direction of the wooden beams, and various joints with different lengths of the wooden beams are differently attached, so that the strength of the special joint is better reinforced. The utility model can be applied to various joints built by wood mortise and tenon, particularly aims at aged and corroded wood ancient buildings, and reinforces the joints of wood beams and the like of the wood buildings on the basis of not damaging the original wood structure, thereby effectively improving the structural strength of the joints of the wood beams and the like of the wood buildings and effectively improving the shearing resistance, the tensile resistance and the earthquake resistance of the joints.
Description
Technical Field
The utility model belongs to the field of wood node reinforcement, and particularly relates to a wood node carbon fiber cloth reinforcement structure.
Background
Carbon fiber cloth (CFRP unidirectional carbon fiber reinforced products, usually made of 12K carbon fiber filaments, carbon fiber cloth is usually used for tensile, anti-vibration and anti-vibration reinforcement of structural members, and the material and matched impregnating adhesive are used together to form a carbon fiber composite material, so that a complete carbon fiber cloth sheet reinforced system can be formed, and the carbon fiber reinforced composite material is suitable for reinforcement projects for treating building service load increase, engineering service function change, material aging, concrete strength grade lower than design value, structural crack treatment, repair and protection of severe environment service members.
Its advantages are high strength, low density and thickness, and no increase in dead weight and cross-sectional size of reinforcing member. The method has wide application range, and is widely applicable to reinforcement and repair of various structure types and structure shapes of building bridge tunnels and the like, seismic reinforcement and structural reinforcement of nodes. The construction is convenient, large-scale machines and tools are not needed, wet operation is not needed, fire is not needed, on-site fixed facilities are not needed, the occupied area of the implementation helper is small, and the construction work efficiency is high. The high durability is suitable for being used in high acid, alkali, salt and atmospheric corrosion environments because the high-acid, alkali, salt and atmospheric corrosion environments cannot rust.
At present, the reinforcement of carbon fiber cloth in the reinforcement direction of the damaged wood mortise and tenon joint is still in a starting stage, and a better alternative solution is not provided in the prior art aiming at the problems of fungus decay and the like frequently occurring at the mortise and tenon joint, and the material property of the carbon fiber cloth exactly meets various requirements for reinforcement.
Therefore, a new scheme for reinforcing carbon fiber cloth according with wood mortise and tenon joints is needed.
Disclosure of utility model
Aiming at the problems existing in the prior art, the utility model aims to provide a wood node carbon fiber cloth reinforcing structure.
In order to solve the problems, the technical scheme adopted by the utility model is as follows:
The utility model provides a wooden node carbon fiber cloth reinforced structure, includes timber beams, mortise-tenon joint and carbon fiber cloth, timber beams horizontal one indulge and carry out mortise-tenon joint, timber beams gomphosis part mutually be mortise-tenon joint, mortise-tenon joint include cross node, T type node and right angle node, mortise-tenon joint periphery be provided with carbon fiber cloth.
The carbon fiber cloth arranged on the periphery of the cross-shaped node is an upper carbon fiber cloth and a lower carbon fiber cloth which are arranged in the direction of the upper and lower parallel wood beams, and the upper and lower carbon fiber cloth is bent through the mortise and tenon joints of the wood beams to form four L-shaped structures.
The carbon fiber cloth that the periphery of T type node set up include upper and lower portion carbon fiber cloth that upper and lower parallel wooden roof beam direction set up, upper and lower portion carbon fiber cloth buckle and form two L type structures and top reinforced structure through the mortise and tenon joint of wooden roof beam, the front and back side of mortise and tenon joint still be provided with the side carbon fiber cloth of bypassing T type node top.
The carbon fiber cloth that the periphery of right angle node set up include the upper and lower portion carbon fiber cloth that upper and lower parallel wooden roof beam set up, upper and lower portion carbon fiber cloth buckle and form two L type structures of a big-and-small through the mortise and tenon joint of wooden roof beam, the front and back side of mortise and tenon joint still be provided with two side carbon fiber cloth of bypassing right angle node top.
The mortise and tenon joint is also provided with annular carbon fiber cloth which surrounds the wood beam and covers the carbon fiber cloth in the parallel direction.
Glue is filled in the gaps of the mortise and tenon joints.
Compared with the prior art, the utility model has the beneficial effects that:
The utility model mainly adopts carbon fiber cloth to strengthen the wood mortise and tenon joint, can be applied to joints built by various wood mortise and tenon joints, especially aims at aged and corroded wood ancient buildings, can strengthen on the basis of not damaging the original wood structure, effectively improves the structural strength of the joints such as wood beams of the wood ancient buildings, and effectively improves the shearing resistance, tensile resistance and earthquake resistance of the joints.
And for newly built wooden buildings, the adaptability of the wooden buildings in environments with high acid, alkali and atmospheric corrosion can be improved while the structural strength performance of the wooden buildings is enhanced.
Drawings
FIG. 1 is a cross-node reinforcement schematic;
FIG. 2 is a schematic diagram of T-node reinforcement;
FIG. 3 is a schematic diagram of a smooth T-node reinforcement;
FIG. 4 is a right angle node reinforcement schematic;
FIG. 5 is a schematic view of a smooth right angle node reinforcement;
in the figure: 1. a wood beam; 2. a carbon fiber cloth; 3. an annular reinforcing member; 4. side reinforcing members.
Detailed Description
The utility model is further described below in connection with specific embodiments.
Example 1
As shown in fig. 1, the embodiment mainly shows a carbon fiber cloth reinforcement mode of a cross-shaped mortise-tenon joint.
The wood beam 1 is in mortise-tenon connection in a transverse mode and a longitudinal mode, the distance between two end points of the wood beam 1 and the node is longer, and the carbon fiber cloth 2 cannot be reinforced through the end points of the wood beam 1.
Before the mounting, firstly filling special glue for the carbon fiber cloth 2 into the mortise and tenon structure gaps in the cross joints, and brushing corresponding glue on the positions where the carbon fibers 2 are required to be mounted.
And then, in the vertical parallel direction of the wood beam 1, the strip-shaped carbon fiber cloth 2 is attached through the joints, the carbon fiber cloth 2 is bent when passing through the mortise and tenon joint, the attachment is continuously carried out along the right-angle direction of the cross joint, and the four split L-shaped structures are formed at the four right-angle positions of the cross joint.
The carbon fiber cloth 2 in the complete parallel direction is continuously attached, the annular reinforcing part 3 is the carbon fiber cloth 2, the carbon fiber cloth 2 in the parallel direction is covered at the position close to the mortise and tenon joint for surrounding attachment, and the attachment stability of the carbon fiber cloth 2 in the parallel direction and the strength of the mortise and tenon joint are further enhanced.
The structure of the reinforcement can be further reinforced in the direction of the object of the mortise and tenon joint in an X-shaped manner, and the reinforcement mode is not expressed in fig. 1 because of the need of displaying the mounting mode of the foundation, but the reinforcement can be further reinforced according to specific requirements in practical application.
Example 2
As shown in fig. 2, this embodiment is a carbon fiber cloth reinforcement method for T-shaped mortise and tenon joints.
The wood beams 1 are connected by mortise and tenon in a transverse and longitudinal manner, which is different from the embodiment 1 in that the connection mode of the embodiment is that the end point of one wood beam 1 is connected by mortise and tenon with the middle position of the other wood beam, and two connection conditions of fig. 2 and 3 can be generated according to whether the wood beam 1 inserted by the end point at the mortise and tenon joint penetrates through the other wood beam 1.
As shown in fig. 2, when the longitudinal wooden beams 1 are connected with the transverse wooden beams 1, a part of the ends of the longitudinal wooden beams 1 protrude from the outer surface of the transverse wooden beams 1. Under the T-shaped nodes, the long edges of the three wood beams 1 are attached by two carbon fiber cloth 2 with L-shaped structures in the same manner as in the embodiment 1, and glue in the embodiment 1 is poured into joints of the mortise and tenon joints.
The protruding part above the T-shaped node is reinforced by adopting a whole piece of carbon fiber cloth 2, the protruding end point of the protruding longitudinal wood beam 1 is directly bent from the parallel direction of the transverse wood beam 1, the protruding end point returns to the parallel direction of the transverse wood beam 1 from the other side surface, and finally the annular reinforcing part 3 is attached to the mortise and tenon joint.
Because the protruding longitudinal wood beam 1 is shorter, the whole carbon fiber cloth 2 is adopted for reinforcement, and the waste is not too much, so the reinforcement in the mode can achieve better performance than the reinforcement of the left and right sides respectively.
As shown in fig. 3, the end of the longitudinal wooden beam 1 does not protrude from the inside of the transverse wooden beam 1, so that the mortise and tenon joint of the transverse wooden beam 1 is smooth, and the mounting of two L-shaped structures is performed under the T-shaped joint similarly to the mounting method of fig. 2.
The difference is that the bending type carbon fiber cloth 2 can not be attached above the transverse wood beam 1 any more, the way of replacing and reinforcing is to attach from the front side or the rear side of the longitudinal wood beam 1, bypass the transverse wood beam 1 connected with the top, and finally return to the longitudinal wood beam 1 from the other side, so that a side reinforcing component 4 is formed, and the concrete structure is shown in figure 3.
And finally, mounting the annular reinforcing part 3 to finish the smooth T-shaped node reinforcing mounting.
Example 3
As shown in fig. 4, this embodiment is a carbon fiber cloth reinforcement method for right angle mortise and tenon joints.
The wood beam 1 is also mortise-tenon connected horizontally and vertically, but the difference from the previous embodiment is that the connection points of the longitudinal wood beam 1 and the transverse wood beam 1 are all near the tail end of the wood beam 1, and can also be regarded as cross-shaped nodes with two shorter end points, and the concrete structure is shown in fig. 4.
The same as in example 1, pouring glue in the gaps of the mortise and tenon joints is firstly carried out, then the carbon fiber cloth 2 with an L-shaped structure is attached between two longer wood beams 1, the reinforcing mode of two shorter end points is similar to that in example 2, a longer whole piece of carbon fiber cloth 2 is adopted, the tail ends of the two shorter end points are sequentially wound from the parallel direction of the transverse wood beams 1, finally the attaching is completed until the side face of the parallel direction of the longitudinal wood beams 1, and finally the attaching of the annular reinforcing part 3 is carried out.
Similar to the smooth T-shaped joint of example 2, the right-angle joint also has a structure in which two wooden beams are embedded into each other through mortise and tenon joints and do not protrude, so that the mounting reinforcement scheme around the end points cannot be performed.
Therefore, by adopting a scheme similar to that of the smooth T-shaped joint in embodiment 2, the round mounting of the mortise and tenon joint is performed on the front and rear sides of the wooden beam, while the mounting is required to be performed on the longitudinal wooden beam 1 and the transverse wooden beam 1 respectively in the smooth right-angle joint, so as to form two side reinforcing members 4, and finally, the mounting of the annular reinforcing member 3 is performed, and the specific mounting mode is shown in fig. 5.
Claims (5)
1. Wooden node carbon fiber cloth reinforced structure, a serial communication port, including wood beam, mortise and tenon joint and carbon fiber cloth, wood beam one violently indulge and carry out mortise and tenon joint, wood beam gomphosis part mutually be mortise and tenon joint, mortise and tenon joint include cross node, T type node and right angle node, mortise and tenon joint periphery be provided with carbon fiber cloth, the carbon fiber cloth of cross node periphery setting be upper and lower part carbon fiber cloth that upper and lower parallel wood beam direction set up, upper and lower part carbon fiber cloth buckle and form four L type structures through the mortise and tenon joint of wood beam.
2. The wood node carbon fiber cloth reinforcement structure according to claim 1, wherein the carbon fiber cloth arranged on the periphery of the T-shaped node comprises an upper carbon fiber cloth and a lower carbon fiber cloth which are arranged in the direction of an upper wood beam and a lower wood beam, the upper carbon fiber cloth and the lower carbon fiber cloth are bent through mortise and tenon joints of the wood beam to form two L-shaped structures and a top reinforcement structure, and side carbon fiber cloth which bypasses the top of the T-shaped node is further arranged on the front side and the rear side of the mortise and tenon joints.
3. The wood node carbon fiber cloth reinforcement structure according to claim 1, wherein the carbon fiber cloth arranged on the periphery of the right-angle node comprises an upper carbon fiber cloth and a lower carbon fiber cloth which are arranged on an upper parallel wood beam and a lower parallel wood beam, the upper carbon fiber cloth and the lower carbon fiber cloth are bent through mortise and tenon joints of the wood beam to form two L-shaped structures with a large size, and two side carbon fiber cloths which bypass the top of the right-angle node are further arranged on the front side and the rear side of the mortise and tenon joints.
4. A wood node carbon fiber cloth reinforcement structure according to any one of claims 1-3, wherein the mortise and tenon joint is further provided with annular carbon fiber cloth surrounding the wood beam and covering the carbon fiber cloth in a parallel direction.
5. A wood node carbon fiber cloth reinforcement structure according to any one of claims 1-3, wherein glue is poured into the mortise and tenon joint gaps.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322417127.0U CN221194377U (en) | 2023-09-06 | 2023-09-06 | Wooden node carbon fiber cloth reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322417127.0U CN221194377U (en) | 2023-09-06 | 2023-09-06 | Wooden node carbon fiber cloth reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221194377U true CN221194377U (en) | 2024-06-21 |
Family
ID=91495754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322417127.0U Active CN221194377U (en) | 2023-09-06 | 2023-09-06 | Wooden node carbon fiber cloth reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221194377U (en) |
-
2023
- 2023-09-06 CN CN202322417127.0U patent/CN221194377U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201071550Y (en) | Square log skeleton tenon-and-mortise work node of carbon fiber cloth reinforced old building woodwork construction | |
| CN204876092U (en) | Mortise type module building bight connected node | |
| CN202248270U (en) | Bamboo-reinforced concrete composite structure | |
| CN106593002A (en) | Historic building timberwork beam-column system house composite strengthening method | |
| CN209891402U (en) | Assembled concrete-filled steel tube combined node structure | |
| CN106245837A (en) | A kind of assembled GFRP drawing and extruding section bar core wood composite floor slab structural system | |
| CN103334489A (en) | High-precision load-resisting integrated shear wall building | |
| CN105220777B (en) | Reinforced timber structure energy dissipation node | |
| CN221194377U (en) | Wooden node carbon fiber cloth reinforced structure | |
| CN110016992B (en) | Assembly type primary and secondary beam mounting structure and mounting method | |
| CN203729623U (en) | Assembled machining shed for building construction | |
| CN217001017U (en) | Be applicable to new and old concrete beam column node reinforced structure | |
| CN202866317U (en) | Angle steel bracket masonry structure | |
| CN201447659U (en) | Composite material truss bridge | |
| CN211597087U (en) | Beam and plate connecting node structure of assembled framework plate building | |
| CN209891418U (en) | Pre-buried connecting piece and concrete member | |
| CN210217207U (en) | Brick brickwork infilled wall plane external reinforcement device among traditional timber structure | |
| CN210917956U (en) | Concrete beam taking composite material grids as stirrups | |
| CN221276840U (en) | Sleeve external reinforcement beam column connecting device suitable for assembled steel structure | |
| CN207110140U (en) | A kind of honeycomb board member for being used to make concrete curtain wall plate | |
| CN202081576U (en) | Constraint profile steel high-strength concrete column with fiber reinforced plastic-steel composite tube | |
| CN201132931Y (en) | Reinforcing fiber composite material rope bridge | |
| CN218234000U (en) | Variable-cross-section energy-saving box-type steel beam | |
| CN111155657A (en) | Beam-plate connecting node structure of fabricated framework plate building and connecting method thereof | |
| CN111155781B (en) | Reinforcing structure and reinforcing method for beam-column joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |