CN102644335A - Metal damper provided with restraining devices and stiffening ribs - Google Patents
Metal damper provided with restraining devices and stiffening ribs Download PDFInfo
- Publication number
- CN102644335A CN102644335A CN2012101074592A CN201210107459A CN102644335A CN 102644335 A CN102644335 A CN 102644335A CN 2012101074592 A CN2012101074592 A CN 2012101074592A CN 201210107459 A CN201210107459 A CN 201210107459A CN 102644335 A CN102644335 A CN 102644335A
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- steel plate
- power consumption
- consumption steel
- restraint device
- stiffening rib
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Abstract
The invention discloses a metal damper provided with restraining devices and stiffening ribs. The metal damper comprises an energy consumption steel plate, horizontal connecting steel plates arranged above and below the energy consumption steel plate, wing edge plates arranged at two ends of the energy consumption steel plate as well as the stiffening ribs and the restraining devices which are arranged on two sides of the energy consumption steel plate, wherein the energy consumption steel plate is welded with the upper and low horizontal connecting steel plates; the energy consumption steel plate is welded with the wing edge plates at two ends of the energy consumption steel plate; the restraining devices are respectively arranged on two sides of the energy consumption steel plate; bolt holes are formed in the restraining devices; and the restraining devices on two sides of the energy consumption steel plate are fixedly connected by bolts. According to the metal damper disclosed by the invention, the energy consumption capability and the stability of the damper are ensured; no cross weld joints exist between the stiffening ribs on the same side of the energy consumption steel plate; the stiffening ribs can be arranged in a through way without being cut off and is convenient to weld; the welding quality is easy to ensure; and the restraining devices are independent from the energy consumption steel plate, so that the damage to the energy consumption steel plate as the welding of the stiffening ribs on the energy consumption steel plate is avoided.
Description
Technical field
The present invention relates to building engineering structure anti-seismic technology field, specifically, relate to a kind of building energy dissipating metal damper that is provided with restraint device, stiffening rib.
Background technology
The energy-dissipating and shock-absorbing of building structure is meant suitable energy dissipation component is set that energy dissipation component can be made up of supporting members such as energy-consumption shock-absorption device and diagonal brace, body of wall, beam or nodes in building structure.The metal energy consumer is that a kind of energy-dissipating property is superior, simple structure, easy to make, cheap, the energy-consumption shock-absorption device that is easy to change.It both can cooperate shock isolating pedestal or shock isolation system, as power consumption unit or stopping means wherein, can be used for building structure separately as energy-dissipating device again, and additional damping and rigidity are provided, and therefore was with a wide range of applications.
Because metal has good hysteretic characteristic after getting into plastic state, and in elastoplasticity hysteresis deformation process, absorbs significant amount of energy, thereby be widely used for making energy dissipative device dissimilar and structure.Chinese scholars, engineers and technicians have successively developed polytype metal energy consumer, at present main use X type, triangle and perforate shape adding damping and stiffness device arranged.This metalloid energy consumer has energy-dissipating property preferably, however because what adopt is the stress form plane outside, and initial stiffness is less, when required tonnage weight greatly time the, length also corresponding bigger.
To this, can adopt that the metal damper of stress form overcomes above-mentioned shortcoming in the plane.But the power consumption steel plate of stressed metal damper is prone to flexing outside the plane takes place in the plane, causes energy dissipation capacity decline, the unstable properties of damper.
Summary of the invention
The object of the invention is to overcome existing technical deficiency, has proposed a kind of metal damper that is provided with restraint device, stiffening rib, has overcome in the existing steel plate plane to be prone to take place outside flexing and the steel plate plane the lower defective of initial stiffness when stressed when shearing.
The present invention realizes through following technical scheme:
A kind of metal damper that is provided with restraint device, stiffening rib; The level that comprise the power consumption steel plate, is arranged on power consumption steel plate upper and lower connects steel plate, be arranged on the frange plate at power consumption steel plate two ends, be arranged on the stiffening rib and the restraint device of power consumption steel plate both sides; Said power consumption steel plate and up and down level connect between the steel plate through being welded to connect; The frange plate at said power consumption steel plate and two ends adopts and is welded to connect; The both sides of said power consumption steel plate are respectively equipped with restraint device, and this restraint device is provided with bolt hole, and the restraint device of said power consumption steel plate both sides connects fixing through bolt.
Further, said restraint device and said power consumption steel plate are separate.
Further, said restraint device level is arranged in the both sides of power consumption steel plate in pairs and does not intersect.
Further, said stiffening rib branch level and vertical both direction are elongated is arranged in the both sides of said power consumption steel plate and does not intersect.
Further, said stiffening rib branch level is arranged in the both sides of said power consumption steel plate with vertical both direction part and does not intersect.
Further, the direction of the local stiffening rib of said power consumption steel plate one side can be identical or different.
Further, said power consumption steel plate is a rectangle or square.
Further, said power consumption steel plate is provided with hollow out or does not establish.
Further, said hollow out shape can adopt circle, ellipse, rectangle, rhombus or bar shaped.
Further, said power consumption surface of steel plate sticks silica gel plate or rubber tile, is filled between the head and power consumption steel plate of anti-flexion device.
Further, be provided with the soft glass of antifriction usefulness between the frange plate at the bottom of restraint device and two ends.
Structural principle of the present invention: the power consumption steel plate is the power consumption parts of damper; And the initial stiffness of metal damper is provided, stiffening rib, the restraint device of said power consumption steel plate both sides can retrain the power consumption steel plate; Prevent that it from flexing outside the plane taking place; It is the fixed connection apparatus of metal damper that said level up and down connects steel plate, guarantees power consumption steel plate upper and lower side generation relative deformation, and links to each other with other building structure; The frange plate at power consumption steel plate two ends, the cripling phenomenon takes place and guarantees in stable hysteresis performance of large deformation stage in the steel plate that prevented to consume energy before surrender.
The present invention has the following advantages:
1, utilizes in the power consumption steel plate plane the bigger advantage of initial stiffness when stressed, and the flexing outside the plane of steel plate that prevents to consume energy of the mode through constraint, guaranteed the energy dissipation capacity and the stability of damper;
2, do not have the weld seam of intersection between the stiffening rib of power consumption steel plate homonymy, stiffening rib can elongated setting and need not to block, convenient welding, and welding quality guarantees easily.
3, restraint device is independent of the power consumption steel plate, avoided the power consumption steel plate on the welding put more energy into to the power consumption steel plate itself cause damage.
Description of drawings
Fig. 1 is the normal section structural representation (comprising Fig. 1 a, 1b, 1c, 1d, 1e) of metal damper of the present invention.
Fig. 2 is the generalized section (comprising Fig. 2 a, 2b, 2c, 2d, 2e) of the A-A direction of the metal damper of Fig. 1.
Fig. 3 is the generalized section (comprising Fig. 3 a, 3b, 3c, 3d, 3e) of the B-B direction of the metal damper of Fig. 1.
Fig. 4 is the overall appearance structural representation of metal damper of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing embodiments of the invention are elaborated: present embodiment is implemented under the prerequisite with technical scheme of the present invention, provided detailed embodiment and concrete operating process, but protection scope of the present invention is not limited to following embodiment.
Like Fig. 1, Fig. 2 and shown in Figure 3; The level that comprise power consumption steel plate 1, is arranged on the upper and lower of power consumption on the steel plate 1 connects steel plate 4, be arranged on the frange plate at power consumption steel plate 1 two ends, be arranged on the stiffening rib 5 and the restraint device 2 of power consumption steel plate 1 both sides; Said power consumption steel plate 1 and up and down level connect between the steel plate 4 through being welded to connect; The frange plate at said power consumption steel plate 1 and two ends adopts and is welded to connect; The both sides of said power consumption steel plate 1 are respectively equipped with restraint device 2, and this restraint device is provided with bolt hole, and the restraint device 2 of said power consumption steel plate 1 both sides connects fixing through bolt.Power consumption steel plate 1 can be rectangle or square.Power consumption can be provided with hollow out on the steel plate 1 or not establish.The hollow out shape can adopt circle, ellipse, rectangle, rhombus or bar shaped.Silica gel plate 6 is sticked on power consumption steel plate 1 surface, is filled between the head and power consumption steel plate of anti-flexion device, also can replace silica gel plate 6 with rubber tile.Be provided with the soft glass 7 of antifriction usefulness between the bottom of restraint device and the frange plate at two ends.
Embodiment 1:
Shown in Fig. 1 a, 2a and 3a; Comprise among the figure that the upper and lower level that is arranged on the power consumption steel plate 1 connects steel plate 4; The both sides of power consumption steel plate 1 are respectively equipped with restraint device 2; Restraint device 2 is separate with power consumption steel plate 1, and restraint device 2 levels are arranged in the both sides of power consumption steel plate 1 in pairs and do not intersect.Side at power consumption steel plate 1 is provided with the stiffening rib 5 of a horizontal direction, and stiffening rib 5 horizontal full-length are welded on the power consumption steel plate 1, and is parallel with restraint device 2 and do not join.The right ends of stiffening rib 5 is welded on the frange plate respectively.Restraint device 2, stiffening rib 5 retrain power consumption steel plate 1 simultaneously and prevent that it from flexing outside the plane taking place.
Embodiment 2:
Shown in Fig. 1 b, 2b and 3b; Comprise among the figure that the upper and lower level that is arranged on the power consumption steel plate 1 connects steel plate 4; The both sides of power consumption steel plate 1 are respectively equipped with restraint device 2; Restraint device 2 is separate with power consumption steel plate 1, and restraint device 2 levels are arranged in the both sides of power consumption steel plate 1 in pairs and do not intersect.Side at power consumption steel plate 1 is provided with a vertical stiffening rib 5, and stiffening rib 5 elongated being welded on the power consumption steel plate 1 are not joined at the inboard of restraint device 2 and with restraint device 2.The level that the two ends up and down of stiffening rib 5 are welded on upper and lower respectively connects on the steel plate 4.Restraint device 2, stiffening rib 5 retrain power consumption steel plate 1 simultaneously and prevent that it from flexing outside the plane taking place.
Embodiment 3:
Shown in Fig. 1 c, 2c and 3c; Comprise among the figure that the upper and lower level that is arranged on the power consumption steel plate 1 connects steel plate 4; The both sides of power consumption steel plate 1 are respectively equipped with restraint device 2; Restraint device 2 is separate with power consumption steel plate 1, and restraint device 2 levels are arranged in the both sides of power consumption steel plate 1 in pairs and do not intersect.
Side at power consumption steel plate 1 is provided with the stiffening rib 5 of a horizontal direction, and stiffening rib 5 elongated being welded on the power consumption steel plate 1 are parallel with restraint device 2 and do not join, and the right ends of this stiffening rib 5 is welded on the frange plate respectively.Opposite side at power consumption steel plate 1 is provided with a vertical stiffening rib 5, and stiffening rib 5 elongated being welded on the power consumption steel plate 1 are not joined at the inboard of restraint device 2 and with restraint device 2, and the level that the two ends up and down of this stiffening rib 5 are welded on upper and lower respectively connects on the steel plate 4.Restraint device 2, stiffening rib 5 retrain power consumption steel plate 1 simultaneously and prevent that it from flexing outside the plane taking place.
Embodiment 4:
Shown in Fig. 1 d, 2d and 3d; Comprise among the figure that the upper and lower level that is arranged on the power consumption steel plate 1 connects steel plate 4; The both sides of power consumption steel plate 1 are respectively equipped with restraint device 2; Restraint device 2 is separate with power consumption steel plate 1, and restraint device 2 levels are arranged in the both sides of power consumption steel plate 1 in pairs and do not intersect.
5, three stiffening ribs of stiffening rib 5 that are provided with three horizontal directions in a side of power consumption steel plate 1 respectively local weldings on power consumption steel plate 1, three stiffening ribs 5 and restraint device 2 parallel and and restraint device 2 do not join.Restraint device 2, stiffening rib 5 retrain power consumption steel plate 1 simultaneously and prevent that it from flexing outside the plane taking place.
Embodiment 5:
Shown in Fig. 1 e, 2e and 3e; Comprise among the figure that the upper and lower level that is arranged on the power consumption steel plate 1 connects steel plate 4; The both sides of power consumption steel plate 1 are respectively equipped with restraint device 2; Restraint device 2 is separate with power consumption steel plate 1, and restraint device 2 levels are arranged in the both sides of power consumption steel plate 1 in pairs and do not intersect.
Side at power consumption steel plate 1 is provided with the 5 difference local weldings of 5, three stiffening ribs of three vertical stiffening ribs on power consumption steel plate 1, and three stiffening ribs 5 do not join at the inboard of restraint device 2 and with restraint device 2.Restraint device 2, stiffening rib 5 retrain power consumption steel plate 1 simultaneously and prevent that it from flexing outside the plane taking place.
Be illustrated in figure 4 as the overall appearance structure chart of metal damper, the number of the restraint device 2 of power consumption steel plate both sides, equal highly respectively, and be symmetrically distributed.Adopt bolt 24 to be fixedly connected between the restraint device 2 that power consumption steel plate bilateral symmetry is arranged.Level connection steel plate 4 is provided with connecting hole 41 up and down, is used for being connected with other building structure.Stiffening rib is welded on the one or both sides of power consumption steel plate, and does not all join with restraint device 2.Restraint device 2 is separate with the power consumption steel plate.
More than show and described basic principle of the present invention and principal character and advantage of the present invention.The technician of the industry should understand; The present invention is not restricted to the described embodiments; That describes in the foregoing description and the manual just explains principle of the present invention; Under the prerequisite that does not break away from spirit and scope of the invention, the present invention also has various changes and modifications, and these variations and improvement all fall in the scope of the invention that requires protection.The present invention requires protection domain to be defined by appending claims and equivalent thereof.
Claims (10)
1. metal damper that is provided with restraint device, stiffening rib; It is characterized in that; The level that comprise the power consumption steel plate, is arranged on power consumption steel plate upper and lower connects steel plate, be arranged on the frange plate at power consumption steel plate two ends, be arranged on the stiffening rib and the restraint device of power consumption steel plate both sides; Said power consumption steel plate and up and down level connect between the steel plate through being welded to connect, the frange plate employing at said power consumption steel plate and two ends is welded to connect, the both sides of said power consumption steel plate are respectively equipped with restraint device; This restraint device is provided with bolt hole, and the restraint device of said power consumption steel plate both sides connects fixing through bolt.
2. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that, said restraint device and said power consumption steel plate are separate.
3. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that, said restraint device level is arranged in the both sides of power consumption steel plate in pairs and does not intersect.
4. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that, said stiffening rib branch level and vertical both direction be elongated to be arranged in the both sides of said power consumption steel plate and not to intersect.
5. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that, said stiffening rib branch level is arranged in the both sides of said power consumption steel plate with vertical both direction part and does not intersect.
6. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that the direction of the local stiffening rib of said power consumption steel plate one side can be identical or different.
7. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that, the restraint device height of said power consumption steel plate both sides equates, and is symmetrically distributed.
8. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that said power consumption steel plate is a rectangle or square.
9. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that said power consumption steel plate is provided with hollow out or does not establish.
10. a kind of metal damper that is provided with restraint device, stiffening rib according to claim 1 is characterized in that said hollow out shape can adopt circle, ellipse, rectangle, rhombus or bar shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210107459.2A CN102644335B (en) | 2012-04-13 | 2012-04-13 | A kind of metal damper being provided with restraint device, stiffening rib |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210107459.2A CN102644335B (en) | 2012-04-13 | 2012-04-13 | A kind of metal damper being provided with restraint device, stiffening rib |
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| Publication Number | Publication Date |
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| CN102644335A true CN102644335A (en) | 2012-08-22 |
| CN102644335B CN102644335B (en) | 2015-11-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210107459.2A Expired - Fee Related CN102644335B (en) | 2012-04-13 | 2012-04-13 | A kind of metal damper being provided with restraint device, stiffening rib |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278771A (en) * | 2014-11-08 | 2015-01-14 | 哈尔滨工业大学 | Triangular steel plate damper |
| CN106939654A (en) * | 2017-05-11 | 2017-07-11 | 张军涛 | Damper |
| CN111926936A (en) * | 2020-08-10 | 2020-11-13 | 上海赛弗工程减震技术有限公司 | Metal main body energy dissipation metal plate with restraint device and stiffening ribs |
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| JPH11324399A (en) * | 1998-05-19 | 1999-11-26 | Shimizu Corp | Shearing yield type steel damper |
| CN1683804A (en) * | 2005-03-11 | 2005-10-19 | 广州大学 | Steel-lead combined energy comsuming device |
| CN101629432A (en) * | 2009-08-21 | 2010-01-20 | 清华大学 | Shearing-type metal bending energy-wasting damper |
| CN201665928U (en) * | 2009-12-31 | 2010-12-08 | 上海维固工程实业有限公司 | Buckling restrained device |
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| CN102287017A (en) * | 2011-07-04 | 2011-12-21 | 上海赛弗工程减震技术有限公司 | Shearing stiffening metal damper |
| CN202090458U (en) * | 2011-05-30 | 2011-12-28 | 上海建科结构新技术工程有限公司 | Anti-vibration damper of shear perforated mild steel building structure |
| CN202899340U (en) * | 2012-04-13 | 2013-04-24 | 上海赛弗工程减震技术有限公司 | Metal damper provided with restraint devices and stiffening ribs |
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2012
- 2012-04-13 CN CN201210107459.2A patent/CN102644335B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11324399A (en) * | 1998-05-19 | 1999-11-26 | Shimizu Corp | Shearing yield type steel damper |
| CN1683804A (en) * | 2005-03-11 | 2005-10-19 | 广州大学 | Steel-lead combined energy comsuming device |
| CN101629432A (en) * | 2009-08-21 | 2010-01-20 | 清华大学 | Shearing-type metal bending energy-wasting damper |
| CN201665928U (en) * | 2009-12-31 | 2010-12-08 | 上海维固工程实业有限公司 | Buckling restrained device |
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| CN102287017A (en) * | 2011-07-04 | 2011-12-21 | 上海赛弗工程减震技术有限公司 | Shearing stiffening metal damper |
| CN202899340U (en) * | 2012-04-13 | 2013-04-24 | 上海赛弗工程减震技术有限公司 | Metal damper provided with restraint devices and stiffening ribs |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278771A (en) * | 2014-11-08 | 2015-01-14 | 哈尔滨工业大学 | Triangular steel plate damper |
| CN106939654A (en) * | 2017-05-11 | 2017-07-11 | 张军涛 | Damper |
| CN111926936A (en) * | 2020-08-10 | 2020-11-13 | 上海赛弗工程减震技术有限公司 | Metal main body energy dissipation metal plate with restraint device and stiffening ribs |
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| Publication number | Publication date |
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| CN102644335B (en) | 2015-11-18 |
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