CN204282544U - A kind of joint reinforcing and energy consuming mechanism - Google Patents
A kind of joint reinforcing and energy consuming mechanism Download PDFInfo
- Publication number
- CN204282544U CN204282544U CN201420647559.9U CN201420647559U CN204282544U CN 204282544 U CN204282544 U CN 204282544U CN 201420647559 U CN201420647559 U CN 201420647559U CN 204282544 U CN204282544 U CN 204282544U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- hinge
- horizontal
- longitudinally
- movable
- 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.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model relates to a kind of joint reinforcing and energy consuming mechanism, structural column and structural beams crossover location are installed with horizontal steel plate and longitudinal steel plate, one end of horizontal steel plate is connected with the top movable of longitudinal steel plate by the first hinge, the bottom of longitudinal steel plate is connected with horizontal movable steel plate by the second hinge, the other end of horizontal steel plate is connected with longitudinally-moving steel plate by the 3rd hinge, laterally movable steel plate is connected by the 4th hinge with longitudinally-moving steel plate, between the first hinge and the 4th hinge, be connected with viscous damper; Increase structure dynamic stiffness and consuming energy in a large number, thus reduce the distortion of structure under the lateral load operations such as earthquake and structural element stressed, meet structure design target, ensure consolidation effect and the difficulty avoiding traditional reinforcement means to bring.
Description
Technical field
The utility model belongs to building structure field, particularly relates to a kind of joint reinforcing and energy consuming mechanism.
Background technology
Often run into the situation that fortification intensity improves or structure gravity load increases in existing structure strengthening reconstruction project, under seismic load operating mode structure bulk deformation and stressedly all to increase significantly.General reinforcement means is carbon fiber board or steel plate bonding method, or beam cross-section augmentativity etc., the former needs to cut joint reinforcing position, the clear end, multilayer gluing, bonding, maintenance work, latter needs to cut at reinforcing position, cloth muscle, colligation, pouring concrete, the operations such as maintenance.The shortcoming of these structures is that construction environment is severe, and engineering quantity is large, and long in time limit, operation is numerous and diverse and high to construction process requirement.
Therefore, it is simple, easy to operate to produce a kind of structure, work and operational efficiency high, firm and durable, damping energy consumption effect is good, the joint reinforcing of long service life and energy consuming mechanism, has wide market prospects.
Summary of the invention
For the deficiencies in the prior art, the utility model provides a kind of structure simple, easy to operate, work and operational efficiency high, firm and durable, damping energy consumption effect is good, the joint reinforcing of long service life and energy consuming mechanism.
The technical solution of the utility model is achieved in that a kind of joint reinforcing and energy consuming mechanism, comprise mutual vertically arranged structural beams and structural column, described structural column and structural beams crossover location are installed with horizontal steel plate and longitudinal steel plate, one end of horizontal steel plate is connected with the top movable of longitudinal steel plate by the first hinge, the bottom of longitudinal steel plate is connected with horizontal movable steel plate by the second hinge, the other end of horizontal steel plate is connected with longitudinally-moving steel plate by the 3rd hinge, laterally movable steel plate is connected by the 4th hinge with longitudinally-moving steel plate, viscous damper is connected with between the first hinge and the 4th hinge.
Described horizontal steel plate is identical with the shape of longitudinal steel plate, and horizontal steel plate is fixedly connected with structural beams by cross reinforcing, and longitudinal steel plate is fixedly connected with structural column by waling.
The movable steel plate of described transverse direction is identical with the shape of longitudinally-moving steel plate, and laterally the end superposition of movable steel plate and longitudinally-moving steel plate is arranged, and is flexibly connected by the 4th hinge.
Described viscous damper is liquid presses piston pole, and one end of viscous damper is sleeved on the first hinge, and the other end of viscous damper is sleeved on the 4th hinge.
The utility model has following good effect: first, the utility model structure is simple, easy to operate, structural column and structural beams crossover location are installed with horizontal steel plate and longitudinal steel plate, one end of horizontal steel plate is connected with the top movable of longitudinal steel plate by the first hinge, the bottom of longitudinal steel plate is connected with horizontal movable steel plate by the second hinge, the other end of horizontal steel plate is connected with longitudinally-moving steel plate by the 3rd hinge, laterally movable steel plate is connected by the 4th hinge with longitudinally-moving steel plate, viscous damper is connected with between the first hinge and the 4th hinge, this product increases structure dynamic stiffness and consumes energy in a large number, thus reduce the distortion of structure under the lateral load operations such as earthquake and structural element stressed, meet structure design target, ensure consolidation effect and the difficulty of avoiding traditional reinforcement means to bring, beam-ends moment of flexure and arrangement of reinforcement reduce in a large number, make the stressed more reasonable of structure, working procedure is simple, and little on the impact of structure, compared with traditional approach, the method can avoid formwork, the operations such as concreting, quick for installation, speed of application is fast, adopt during viscous damper and can form energy-dissipation structure system with original structure, avoid the formation that beam end plastic hinge is too early.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is viscous damper mounting structure schematic diagram of the present utility model.
Detailed description of the invention
As Fig. 1, shown in 2, a kind of joint reinforcing and energy consuming mechanism, comprise mutual vertically arranged structural beams 2 and structural column 1, it is characterized in that: described structural column 1 is installed with horizontal steel plate 4 and longitudinal steel plate 3 with structural beams 2 crossover location, one end of horizontal steel plate 4 is connected with the top movable of longitudinal steel plate 3 by the first hinge 5, the bottom of longitudinal steel plate 3 is connected with horizontal movable steel plate 6 by the second hinge 9, the other end of horizontal steel plate 4 is connected with longitudinally-moving steel plate 7 by the 3rd hinge 8, laterally movable steel plate 6 is connected by the 4th hinge 10 with longitudinally-moving steel plate 7, viscous damper 11 is connected with between the first hinge 5 and the 4th hinge 10.
Described horizontal steel plate 4 is identical with the shape of longitudinal steel plate 3, and horizontal steel plate 4 is fixedly connected with structural beams 2 by cross reinforcing 12, and longitudinal steel plate 3 is fixedly connected with structural column 1 by waling 13.The movable steel plate of described transverse direction 6 is identical with the shape of longitudinally-moving steel plate 7, and laterally the end superposition of movable steel plate 6 and longitudinally-moving steel plate 7 is arranged, and is flexibly connected by the 4th hinge 10.Described viscous damper 11 is liquid presses piston pole, and one end of viscous damper 11 is sleeved on the first hinge 5, and the other end of viscous damper 11 is sleeved on the 4th hinge 10.
This product in use, first horizontal steel plate 4 and longitudinal steel plate 3 is fixedly mounted at structural column 1 and structural beams 2 crossover location, respectively horizontal steel plate 4 and longitudinal steel plate 3 are fixedly mounted on structural column 1 and structural beams 2 crossover location by cross reinforcing 12 and waling 13, and coupled together after horizontal steel plate 4 and longitudinal steel plate 3 superpose by crossover location by the first hinge 5, then respectively horizontal movable steel plate 6 and longitudinally-moving steel plate 7 to be superposed with horizontal steel plate 4 and longitudinal steel plate 3 by the second hinge 9 and the 3rd hinge 8 and be flexibly connected, the bottom of longitudinal steel plate 3 is flexibly connected with second hinge 9 that passes on left of horizontal movable steel plate 6, the right side of horizontal steel plate 4 is connected with the top movable of longitudinally-moving steel plate 7 by the 3rd hinge 8, realize horizontal steel plate 4, longitudinal steel plate 3, laterally movable steel plate 6 and longitudinally-moving steel plate 7 head and the tail are interconnected, form the supporter that shape is four directions, and connect viscous damper 11 in this rectangular support body inside, form the cable-stayed type supporter of an interaction force, increase structure dynamic stiffness and consume energy in a large number, thus reduce the distortion of structure under the lateral load operations such as earthquake and structural element stressed, meet structure design target, ensure consolidation effect and the difficulty of avoiding traditional reinforcement means to bring.
Claims (4)
1. a joint reinforcing and energy consuming mechanism, comprise mutual vertically arranged structural beams (2) and structural column (1), it is characterized in that: described structural column (1) and structural beams (2) crossover location are installed with horizontal steel plate (4) and longitudinal steel plate (3), one end of horizontal steel plate (4) is connected with the top movable of longitudinal steel plate (3) by the first hinge (5), the bottom of longitudinal steel plate (3) is connected with horizontal movable steel plate (6) by the second hinge (9), the other end of horizontal steel plate (4) is connected with longitudinally-moving steel plate (7) by the 3rd hinge (8), laterally movable steel plate (6) is connected by the 4th hinge (10) with longitudinally-moving steel plate (7), viscous damper (11) is connected with between the first hinge (5) and the 4th hinge (10).
2. joint reinforcing according to claim 1 and energy consuming mechanism, it is characterized in that: described horizontal steel plate (4) is identical with the shape of longitudinal steel plate (3), horizontal steel plate (4) is fixedly connected with structural beams (2) by cross reinforcing (12), and longitudinal steel plate (3) is fixedly connected with structural column (1) by waling (13).
3. joint reinforcing according to claim 1 and energy consuming mechanism, it is characterized in that: the movable steel plate of described transverse direction (6) is identical with the shape of longitudinally-moving steel plate (7), laterally the end superposition of movable steel plate (6) and longitudinally-moving steel plate (7) is arranged, and is flexibly connected by the 4th hinge (10).
4. joint reinforcing according to claim 1 and energy consuming mechanism, it is characterized in that: described viscous damper (11) is liquid presses piston pole, one end of viscous damper (11) is sleeved on the first hinge (5), and the other end of viscous damper (11) is sleeved on the 4th hinge (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420647559.9U CN204282544U (en) | 2014-11-03 | 2014-11-03 | A kind of joint reinforcing and energy consuming mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420647559.9U CN204282544U (en) | 2014-11-03 | 2014-11-03 | A kind of joint reinforcing and energy consuming mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282544U true CN204282544U (en) | 2015-04-22 |
Family
ID=52865722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420647559.9U Expired - Fee Related CN204282544U (en) | 2014-11-03 | 2014-11-03 | A kind of joint reinforcing and energy consuming mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204282544U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603865A (en) * | 2016-01-26 | 2016-05-25 | 华北水利水电大学 | Temperature control damper for bridge |
| CN106978912A (en) * | 2017-05-25 | 2017-07-25 | 江苏农林职业技术学院 | A kind of gallows timber reinforces the structure with energy dissipation |
| CN109914634B (en) * | 2017-10-21 | 2020-07-10 | 山东建筑大学 | Assembled special-shaped column joint and construction method |
| CN113123454A (en) * | 2021-03-06 | 2021-07-16 | 河北工业大学 | Column-connected double-energy-consumption assembled concrete frame system and construction method |
| CN113123455A (en) * | 2021-03-06 | 2021-07-16 | 河北工业大学 | Assembly type double-herringbone supporting frame structure and construction method |
| CN113123456A (en) * | 2021-03-06 | 2021-07-16 | 河北工业大学 | Connecting column type supporting-assembling type concrete frame system and construction method |
-
2014
- 2014-11-03 CN CN201420647559.9U patent/CN204282544U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603865A (en) * | 2016-01-26 | 2016-05-25 | 华北水利水电大学 | Temperature control damper for bridge |
| CN105603865B (en) * | 2016-01-26 | 2017-04-26 | 华北水利水电大学 | Temperature control damper for bridge |
| CN106978912A (en) * | 2017-05-25 | 2017-07-25 | 江苏农林职业技术学院 | A kind of gallows timber reinforces the structure with energy dissipation |
| CN109914634B (en) * | 2017-10-21 | 2020-07-10 | 山东建筑大学 | Assembled special-shaped column joint and construction method |
| CN113123454A (en) * | 2021-03-06 | 2021-07-16 | 河北工业大学 | Column-connected double-energy-consumption assembled concrete frame system and construction method |
| CN113123455A (en) * | 2021-03-06 | 2021-07-16 | 河北工业大学 | Assembly type double-herringbone supporting frame structure and construction method |
| CN113123456A (en) * | 2021-03-06 | 2021-07-16 | 河北工业大学 | Connecting column type supporting-assembling type concrete frame system and construction method |
| CN113123456B (en) * | 2021-03-06 | 2022-08-30 | 河北工业大学 | Connecting column type supporting-assembling type concrete frame system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204282544U (en) | A kind of joint reinforcing and energy consuming mechanism | |
| CN203462615U (en) | Prefabricated, assembled and integral type shear wall and connecting node thereof | |
| CN102912896B (en) | Separate type steel plate shear force wall | |
| CN103924674A (en) | High-strength bolt shear key structure and constructing method thereof | |
| CN109667354B (en) | Vertical energy dissipation seam connecting device of assembled shear force wall | |
| CN105133731A (en) | Fabricated steel and concrete combination structure | |
| CN103074959A (en) | Steel plate and high-strength concrete combination connecting beam | |
| CN104912197A (en) | Connecting node for steel pipe concrete post and outside U-shaped steel and concrete composite beam | |
| CN202007535U (en) | Supporting reinforcing structure | |
| CN203878753U (en) | High-strength bolt shear key structure | |
| CN103615069A (en) | Trussed steel rib concrete coupling beam | |
| CN203320979U (en) | Reinforcing device of high-strength bolt hoop bracket | |
| CN203891214U (en) | Dog bone type section steel connection node for precast concrete frame | |
| CN202882166U (en) | Distributed steel plate shear wall | |
| CN203080799U (en) | Coupling beam combining steel plates and high-strength concrete | |
| CN204591309U (en) | The fixed tunnel lining trolley of a kind of triangle | |
| CN201416231Y (en) | Combined I-beam | |
| CN204266378U (en) | A kind of steel structural embedded parts that can bear larger pulling force | |
| CN104060757B (en) | Precast concrete frame supports shear wall wallboard | |
| CN203701386U (en) | Steel-structure floor slab group | |
| CN203856069U (en) | High-rise building steel structure | |
| CN104060819B (en) | Utilize the method for typified form construction shear wall and typified form used | |
| CN103362301A (en) | Adjustable all-steel door and window formwork | |
| CN103967149A (en) | Self-resetting line-shaped center supporting system for industrialized assembly type multistory and high-rise steel structures | |
| CN203669204U (en) | Trussed steel reinforced concrete coupling beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20151103 |
|
| EXPY | Termination of patent right or utility model |