CN212801978U - Carbon fiber reinforced plate column joint anti-seismic structure - Google Patents
Carbon fiber reinforced plate column joint anti-seismic structure Download PDFInfo
- Publication number
- CN212801978U CN212801978U CN202021356687.XU CN202021356687U CN212801978U CN 212801978 U CN212801978 U CN 212801978U CN 202021356687 U CN202021356687 U CN 202021356687U CN 212801978 U CN212801978 U CN 212801978U
- Authority
- CN
- China
- Prior art keywords
- carbon fiber
- plate
- reinforced
- column
- layer
- 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
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a carbon fiber reinforced plate-column node anti-seismic structure, which comprises plate reinforced carbon fiber layers arranged on the upper and lower surfaces of a plate structure and column reinforced carbon fiber layers arranged on the outer peripheral wall of a column structure; the plate structure is also provided with an upper layer steel plate and a lower layer steel plate which are clamped outside the upper layer plate and the lower layer plate which reinforce the carbon fiber layer, and the two layers of steel plates are fixed through anchor bolts. Adopt above-mentioned technical scheme, the utility model discloses a carbon fiber reinforced plate column node anti-seismic structure has following beneficial effect: the carbon fiber high-strength high-modulus can effectively improve the node rigidity; the carbon fiber is soft and easy to construct, and can be effectively attached to adapt to the change and intersection of the original section shape; drilling is only needed at the position where the anchor bolt is arranged, and the rest parts can adopt a carbon fiber pasting construction mode, so that the construction period is short; the carbon fiber material is light and convenient, the size of the original component is not increased, and the applicable application of the original structure is not influenced.
Description
Technical Field
The utility model relates to a carbon fiber reinforced plate column node earthquake-resistant structure belongs to the carbon fiber reinforcement technology field of construction.
Background
The plate column system has attracted more and more attention due to the advantages of good integrity, large building space, good economic benefit and the like. However, because the support of the beams is lacked under the floor slab of the system, only the plate columns are connected at the column joints, and the anti-cutting problem of the plate column joints, particularly the plate column joints, becomes a weak link of the whole system. In order to overcome the defect of displacement of the node of the plate column, the common method is to reinforce the node by sticking steel or enlarging the section of concrete. And the utility model discloses then provide a reinforcement mode to the board post node through the carbon fiber.
SUMMERY OF THE UTILITY MODEL
Therefore, an object of the utility model is to provide a through the reinforced (rfd) antidetonation reinforced structure of carbon fiber to plate column node, can effectively improve the structural strength of plate column node to construction convenience.
In order to achieve the purpose, the carbon fiber reinforced plate-column node anti-seismic structure comprises plate reinforced carbon fiber layers arranged on the upper surface and the lower surface of a plate structure and column reinforced carbon fiber layers arranged on the outer peripheral wall of a column structure; the plate structure is also provided with an upper layer steel plate and a lower layer steel plate which are clamped outside the upper layer plate and the lower layer plate which reinforce the carbon fiber layer, and the two layers of steel plates are fixed through anchor bolts.
The plate-reinforced carbon fiber layer and the column-reinforced carbon fiber layer are carbon fiber plates or carbon fiber cloth.
The plate reinforced carbon fiber layer is fixed on the plate structure in a pasting mode.
The steel plates on the same side of the plate structure are a plurality of strip-shaped steel plates which are arranged in parallel at intervals.
The plate-reinforced carbon fiber layer and the column-reinforced carbon fiber layer include a plurality of strip-shaped carbon fiber reinforcing strips.
The crab-bolt is a plurality of, every the crab-bolt passes behind the steel sheet and passes the carbon fiber reinforcement area that sets up on the plate structure.
Adopt above-mentioned technical scheme, the utility model discloses a carbon fiber reinforced plate column node earthquake-resistant structure compares with the reinforcement mode through gluing steel or increase concrete cross-section among the prior art, has following beneficial effect:
1. the carbon fiber high-strength high-modulus can effectively improve the node rigidity;
2. the carbon fiber is soft and easy to construct, and can be effectively attached to adapt to the change and intersection of the original section shape;
3. drilling is only needed at the position where the anchor bolt is arranged, and the rest parts can adopt a carbon fiber pasting construction mode, so that the construction period is short;
4. the carbon fiber material is light and convenient, the size of the original component is not increased, and the applicable application of the original structure is not influenced.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic top view of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1 and 2, the carbon fiber reinforced plate-column node seismic structure in the present embodiment includes plate-reinforced carbon fiber layers 1 disposed on the upper and lower surfaces of the plate structure 100 and column-reinforced carbon fiber layers 2 disposed on the outer peripheral walls of the column structure 200. The plate-reinforced carbon fiber layer 1 and the column-reinforced carbon fiber layer 2 may be formed by a plurality of strip-shaped carbon fiber reinforced tapes 10 made of carbon fiber plates or carbon fiber cloth, and are fixed to the plate structure 100 and the column structure 200 by means of adhesion.
The upper and lower both sides of plate structure 100, many carbon fiber reinforced strips 10 are arranged side by side at interval to still be provided with the centre gripping of upper and lower two-layer steel sheet 3 in the outside of carbon fiber reinforced strip 10, two-layer steel sheet 3 is fixed through crab-bolt 4. The steel plates 3 on the same side of the plate structure 100 are a plurality of strip-shaped steel plates 3, and the strip-shaped steel plates 3 are arranged in parallel at intervals. A plurality of anchor bolts 4 are provided on each of the bar-shaped steel plates 3, and each of the anchor bolts 4 passes through the steel plate 3 and then passes through the carbon fiber reinforcing strips 10 provided on the plate structure 100.
The carbon fiber reinforcing tape 10 on the column structure 200 may be wound along the circumferential direction of the column structure 200, or may extend linearly along the extending direction of the column structure 200.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications can be made without departing from the scope of the invention.
Claims (6)
1. The utility model provides a reinforced (rfd) board post node earthquake-resistant structure of carbon fiber which characterized in that: the carbon fiber reinforced composite plate comprises plate reinforced carbon fiber layers arranged on the upper surface and the lower surface of a plate structure and column reinforced carbon fiber layers arranged on the outer peripheral wall of a column structure; the plate structure is also provided with an upper layer steel plate and a lower layer steel plate which are clamped outside the upper layer plate and the lower layer plate which reinforce the carbon fiber layer, and the two layers of steel plates are fixed through anchor bolts.
2. The carbon fiber reinforced plate column node seismic structure of claim 1, wherein: the plate-reinforced carbon fiber layer and the column-reinforced carbon fiber layer are carbon fiber plates or carbon fiber cloth.
3. The carbon fiber reinforced plate column node seismic structure of claim 1, wherein: the plate reinforced carbon fiber layer is fixed on the plate structure in a pasting mode.
4. A carbon fibre reinforced plate column node seismic structure as claimed in any of claims 1 to 3, wherein: the steel plates on the same side of the plate structure are a plurality of strip-shaped steel plates which are arranged in parallel at intervals.
5. The carbon fiber reinforced plate column node seismic structure of claim 4, wherein: the plate-reinforced carbon fiber layer and the column-reinforced carbon fiber layer include a plurality of strip-shaped carbon fiber reinforcing strips.
6. The carbon fiber reinforced plate column node seismic structure of claim 5, wherein: the crab-bolt is a plurality of, every the crab-bolt passes behind the steel sheet and passes the carbon fiber reinforcement area that sets up on the plate structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021356687.XU CN212801978U (en) | 2020-07-10 | 2020-07-10 | Carbon fiber reinforced plate column joint anti-seismic structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021356687.XU CN212801978U (en) | 2020-07-10 | 2020-07-10 | Carbon fiber reinforced plate column joint anti-seismic structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212801978U true CN212801978U (en) | 2021-03-26 |
Family
ID=75100530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021356687.XU Active CN212801978U (en) | 2020-07-10 | 2020-07-10 | Carbon fiber reinforced plate column joint anti-seismic structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212801978U (en) |
-
2020
- 2020-07-10 CN CN202021356687.XU patent/CN212801978U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106677336A (en) | Connecting joint structure of square concrete filled steel tubular column and I-shaped section steel beam | |
| CN103276795B (en) | Steel-concrete slab-column structure system | |
| CN210621923U (en) | Assembled concrete frame structure based on phase change wall | |
| CN113279501A (en) | Steel pipe and steel plate concrete shear wall structure with support rows | |
| CN210164056U (en) | Assembled steel-concrete composite structure building system | |
| CN103397700A (en) | Connection structure of building composite floor slab and steel tube shear wall | |
| CN212801978U (en) | Carbon fiber reinforced plate column joint anti-seismic structure | |
| CN210976073U (en) | Steel tube bundle combined shear wall and steel beam connecting node | |
| CN207905104U (en) | A kind of assembled architecture truss structure | |
| CN108487549B (en) | Assembled function-recoverable steel skeleton concrete combined column and mounting method | |
| CN105863082A (en) | T-shaped through clapboard-type multi-chamber concrete filled steel tube combination column and steel beam joint and assembly method thereof | |
| CN215926271U (en) | Precast concrete beam column connected node structure | |
| CN107355027B (en) | Section steel concrete shear wall assembly type space modularized structural system and construction method | |
| CN203347007U (en) | Steel-concrete slab-column structure system | |
| CN205637172U (en) | Multicavity steel pipe -concrete composite post and girder steel bolted connection node | |
| CN214302358U (en) | Be applied to nodal connection device of modularization steel construction shear force wall hidden column and roof beam | |
| CN212078348U (en) | Assembled inner frame shear wall structure system | |
| CN111101628B (en) | FRP sheet material connecting structure and method for precast concrete beam plate system | |
| CN113802741A (en) | Pin shear connection assembly type beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie-bar composite floor slab | |
| CN114108808A (en) | PVC-FRP (polyvinyl chloride-fiber reinforced plastic) pipe concrete column and concrete composite beam combined structure with adjustable connecting nodes and installation method thereof | |
| CN210767230U (en) | Full-assembly type functional restorable RCS node with supporting connection | |
| CN113202212A (en) | Construction method of steel pipe and steel plate concrete shear wall structure with support rows | |
| CN111364644A (en) | Assembly type inner frame shear wall structure system and construction method thereof | |
| CN112922207A (en) | Concrete one-way laminated slab with exposed slab net frame at bottom | |
| CN111364647A (en) | Assembled outer frame shear wall structure system and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |