CN101936045A - Steel plate energy dissipation device used in construction - Google Patents
Steel plate energy dissipation device used in construction Download PDFInfo
- Publication number
- CN101936045A CN101936045A CN 201010258279 CN201010258279A CN101936045A CN 101936045 A CN101936045 A CN 101936045A CN 201010258279 CN201010258279 CN 201010258279 CN 201010258279 A CN201010258279 A CN 201010258279A CN 101936045 A CN101936045 A CN 101936045A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- energy consumer
- plate energy
- energy dissipation
- polygon
- 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.)
- Pending
Links
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a steel plate energy dissipation device used in construction and relates to a shake control device for a building structure. When bolted connection is carried out, a fixed part adopts a rectangular form, and a bolt hole is arranged in the fixed part; and the external outline of a middle energy dissipation part adopts an inward concave arc shape or a smoother polygon form, and the inside adopts a circle, an ellipse or other smooth polygons to be cut and holed. When welded connection is carried out, the steel plate energy dissipation device adopts symmetrical arrangement geometrically, the middle energy dissipation part adopts an ellipse, a circle, a polygon or a plurality of ellipses, circles or polygons to be holed, and when a plurality of ellipses, circles or polygons are adopted, transverse or vertical symmetrical arrangement is adopted. The steel plate energy dissipation device is arranged on a lambdoidal support of a frame or between a girder and a wall, when in use in a normal state, the device can enhance the integral stiffness of the building structure, and when an earthquake takes place, the yielding energy dissipation of the steel plate energy dissipation device is utilized to reduce the earthquake response of the building structure, thus exerting good protective effect on the building structure.
Description
Technical field
The present invention relates to a kind of building structure vibrations control device, the construction steel plate loss that particularly relates to a kind of building structure vibrations control can damper.
Background technology
Because metal material enters plasticity and has good hysteresis performance later on, thereby is used to make various types of energy-dissipating devices.A kind of passive energy-consumption shock-absorption device that steel plate energy consumer device is generally assembled by low-yield or extremely low yield point steel plate and its positioner.Its antidetonation mechanism is simple, and cost is low, and effect is remarkable, and simultaneously, energy-dissipating device generally is to be installed in the structure as nonload bearing element, and under normal operating condition, it can improve the integral rigidity of structure; Under little earthquake situations condition, building structure itself just can be satisfied requirements for fortification against earthquake, and this moment, the distortion of structure was less relatively, and the steel plate energy consumer does not enter or enters the plastic stage than small part; When running into big shake or rarely occurred earthquake, energy consumer will rate be introduced into the plastic stage, relies on the plasticity of its generation can reduce the earthquake response of structure, and its destruction can not influence integrally-built use.The seismic design that energy-dissipating device both can be used for the new construction structure also can be used for the reinforcing maintenance of existed building, has good economic benefit.
Summary of the invention
The object of the present invention is to provide a kind of steel plate energy consumer; being installed on the framework herringbone supports; also can be installed between beam and the wall; can increase the integral rigidity of building structure when under normal condition, using; and when running into earthquake; utilize the surrender power consumption of steel plate energy consumer can reduce the earthquake response of building structure, building structure is played a very good protection.
The objective of the invention is to be achieved through the following technical solutions:
Construction steel plate energy consumer, when bolt connected, the steel plate energy consumer comprised fixed position and power consumption position two parts, fixed position adopts rectangular in form, and bolt hole is set therein; Arc or slick and sly polygon form that the middle position outline employing of consuming energy concaves, inside adopts circle, ellipse or slick and sly polygon cutting to draw the hole.
Construction steel plate energy consumer, when being welded to connect, directly be welded on the two ends at power consumption position on the fastening devices, the steel plate energy consumer is gone up for how much and is adopted symmetric arrangement, an ellipse or circle or polygon are adopted in middle power consumption position, perhaps a plurality of ellipses or circle or polygon are drawn the hole, adopt horizontal or vertically in a symmetrical arrangement when a plurality of ellipses or circle or polygon.
Described construction steel plate energy consumer, the fixedly connected form of its construction steel plate energy consumer comprise connecting angle, connect steel plate and ribbing steel plate formation.
Described construction steel plate energy consumer, the fixedly connected form of its construction steel plate energy consumer comprise connecting angle, connect steel plate and flute profile strengthening steel slab formation.
Described construction steel plate energy consumer, the fixedly connected form of its construction steel plate energy consumer comprise connecting angle, connect steel plate and ribbing steel plate and connecting angle, be connected steel plate and flute profile strengthening steel slab both in conjunction with formation.
Advantage of the present invention and effect are:
Steel plate energy consumer initial stiffness is big, no obvious stress concentration phenomenon, steel surrender area greatly, power consumption is effective, steel utilization ratio is high, making, the installation of while steel plate energy consumer are simple, easy to use, and the seismic design that both can be used for new construction also can be used for the reinforcing maintenance of existed building.
Description of drawings
Fig. 1 is bolted single-orifice type steel plate energy consumer for the present invention adopts;
Fig. 2 adopts the single-orifice type steel plate energy consumer that is welded to connect for the present invention;
Fig. 3 is bolted porous type steel plate energy consumer (is example with three holes) for the present invention adopts;
Fig. 4 adopts the porous type steel plate energy consumer (is example with three holes) that is welded to connect for the present invention;
Fig. 5 is one of bolted single-orifice type fixing connection steel plate energy consumer for the present invention adopts;
Fig. 6 is the sectional drawing of Fig. 5;
Fig. 7 adopts one of porous type fixing connection steel plate energy consumer that is welded to connect for the present invention;
Fig. 8 is the sectional drawing of Fig. 7;
Two of the single-orifice type fixing connection steel plate energy consumer that Fig. 9 is welded to connect for the present invention adopts;
Figure 10 is the sectional drawing of Fig. 9.
The specific embodiment
The present invention is described in detail with reference to the accompanying drawings.
The steel plate energy consumer is installed in it between herringbone support and the beam or between load bearing wall and the beam by fixed connection apparatus, can be divided into bolt according to the difference of steel plate power consumption member mounting means connects and is welded to connect, no matter be that bolt connects or is welded to connect, its fixedly connected form can be selected one of fixedly connected form as shown in the figure for use, also can select two of fixedly connected form for use; Punch according to energy consumer power consumption part simultaneously what can be divided into single-orifice type and porous type (is example with three holes) steel plate energy consumer again.
Illustrated embodiment is elaborated respectively to the present invention with reference to the accompanying drawings.
One, single-orifice type steel plate energy consumer.
The middle power consumption part that is the steel plate energy consumer has only a hole.
Fig. 1 is for adopting bolted single-orifice type steel plate energy consumer.
The number in the figure implication is: 1-fixed position, the 2-position of consuming energy, 3-bolt hole.
Fig. 2 is for adopting the single-orifice type steel plate energy consumer that is welded to connect.
The number in the figure implication is: the 2-position of consuming energy, the single-orifice type steel plate energy consumer that promptly is welded to connect has only the power consumption position.
Fixed position adopts rectangular in form, and the middle position outline that consumes energy adopts arc or the slick and sly polygon form that concaves, and circle of inner employing, ellipse or other slick and sly polygon cutting are emptied.In order to make the convenience of processing, the suggestion outline adopts circular or oval, and inner circle or the ellipse of adopting cuts.
Two, porous type steel plate energy consumer.
Its form of structure and single-orifice type are similar, and there was a plurality of circles (ellipse or polygon) hole at the power consumption position in the middle of difference was, these holes should be along horizontal or vertically in a symmetrical arrangement.
Fig. 3, Fig. 4 are porous type steel plate energy consumer, and the implication of the same Fig. 1 of the implication of number in the figure, Fig. 2 is identical.
Three, bolt connects.
Fig. 5 is that bolt connects, and the steel plate energy consumer adopts single-orifice type, fixedly connected employing be one of fixedly connected form.
Fig. 6 is the sectional drawing of Fig. 5.Wherein one of fixedly connected form is by forming with the lower part: 3-reinforces channel-section steel, the 4-connecting angle, and the 6-butt welding connects channel-section steel, 7-billet.The implication of other label is: 1-frame-type girder steel, 2-connecting bolt, 5-steel plate power consumption member.
When steel plate power consumption member is installed, can be longitudinally or laterally multi-disc install simultaneously side by side.Fig. 6 is that two steel plate power consumption members are longitudinally installed side by side, and is identical with the mounting method of the power consumption of the steel plate in figure below member.
Fig. 7 is a porous type steel plate energy consumer, selects for use one of fixedly connected form to carry out bolt and connects, and Fig. 8 is the sectional drawing of Fig. 7.Wherein one of fixedly connected form is by forming with the lower part: 2-is by the box-shaped rigid body how soon steel plate is welded, and the steel plate between two block plates is passive up and down, the 3-connecting angle.The implication of other icon: 1-bolt, 4-steel plate power consumption member, 5-billet.
Four, be welded to connect.
Fig. 9 is being welded to connect of single-orifice type steel plate energy consumer, fixedly connected employing be two of fixedly connected form.Be welded to connect and changed the 4-among Fig. 9 into angle steel during bolted difference is bolt is connected and connect steel plate, the member that at first steel plate consumed energy is welded on and connects on the steel plate, and then will connect steel plate and couple together with bolt with 3-channel-section steel and 1-Vierendeel girder.
Figure 10 is the sectional drawing of Fig. 9.Among Fig. 9, Figure 10 among the same Fig. 5 of the implication of label, Fig. 6 the implication of label identical.
Claims (5)
1. construction steel plate energy consumer is characterized in that, when bolt connected, the steel plate energy consumer comprised fixed position and power consumption position two parts, and fixed position adopts rectangular in form, and bolt hole is set therein; Arc or slick and sly polygon form that the middle position outline employing of consuming energy concaves, inside adopts circle, ellipse or slick and sly polygon cutting to draw the hole.
2. construction steel plate energy consumer, it is characterized in that, when being welded to connect, directly be welded on the two ends at power consumption position on the fastening devices, the steel plate energy consumer is gone up for how much and is adopted symmetric arrangement, an ellipse or circle or polygon are adopted in middle power consumption position, and perhaps a plurality of ellipses or circle or polygon are drawn the hole, adopt horizontal or vertically in a symmetrical arrangement when a plurality of ellipses or circle or polygon.
3. construction steel plate energy consumer according to claim 1 and 2 is characterized in that, the fixedly connected form of construction steel plate energy consumer comprises connecting angle, connects steel plate and ribbing steel plate formation.
4. construction steel plate energy consumer according to claim 1 and 2 is characterized in that, the fixedly connected form of construction steel plate energy consumer comprises connecting angle, connects steel plate and flute profile strengthening steel slab formation.
5. construction steel plate energy consumer according to claim 1 and 2, it is characterized in that, the fixedly connected form of construction steel plate energy consumer comprises connecting angle, connect steel plate and ribbing steel plate and connecting angle, be connected steel plate and flute profile strengthening steel slab both in conjunction with formation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010258279 CN101936045A (en) | 2010-08-20 | 2010-08-20 | Steel plate energy dissipation device used in construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010258279 CN101936045A (en) | 2010-08-20 | 2010-08-20 | Steel plate energy dissipation device used in construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101936045A true CN101936045A (en) | 2011-01-05 |
Family
ID=43389597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010258279 Pending CN101936045A (en) | 2010-08-20 | 2010-08-20 | Steel plate energy dissipation device used in construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101936045A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392498A (en) * | 2011-10-19 | 2012-03-28 | 沈阳建筑大学 | Four-concave edge porous metal damper |
| CN102505769A (en) * | 2011-10-19 | 2012-06-20 | 沈阳建筑大学 | Multiple arched porous metal damper |
| CN103255705A (en) * | 2013-05-28 | 2013-08-21 | 招商局重庆交通科研设计院有限公司 | Energy-absorbing type girder-falling-preventing device |
| CN105862570A (en) * | 2016-05-19 | 2016-08-17 | 哈尔滨工程大学 | Assembly type steel bridge of X-shaped energy dissipation braces |
| CN105971149A (en) * | 2016-08-03 | 2016-09-28 | 云南震安减震科技股份有限公司 | Assembled metal damper |
| CN106760023A (en) * | 2017-03-15 | 2017-05-31 | 温州大学瓯江学院 | A kind of antidetonation faced wall with Multiple Protective Structure |
| CN110318464A (en) * | 2019-05-21 | 2019-10-11 | 宁波工程学院 | A kind of Self-resetting frame structure |
| CN112681553A (en) * | 2020-12-26 | 2021-04-20 | 祝青 | Steel plate energy consumption device for building |
| CN113236004A (en) * | 2021-04-28 | 2021-08-10 | 北京建筑大学 | Energy consumption device and connection structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10121772A (en) * | 1996-10-21 | 1998-05-12 | Okumura Corp | Vibrational-energy absorption damper |
| CN1594909A (en) * | 2004-06-30 | 2005-03-16 | 大连理工大学 | Circular hole type flexible steel damper |
| CN1594908A (en) * | 2004-06-30 | 2005-03-16 | 大连理工大学 | Double-X type flexible steel damper |
| CN101135181A (en) * | 2007-07-17 | 2008-03-05 | 大连理工大学 | Round hole type friction-yield steel energy dissipator |
-
2010
- 2010-08-20 CN CN 201010258279 patent/CN101936045A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10121772A (en) * | 1996-10-21 | 1998-05-12 | Okumura Corp | Vibrational-energy absorption damper |
| CN1594909A (en) * | 2004-06-30 | 2005-03-16 | 大连理工大学 | Circular hole type flexible steel damper |
| CN1594908A (en) * | 2004-06-30 | 2005-03-16 | 大连理工大学 | Double-X type flexible steel damper |
| CN101135181A (en) * | 2007-07-17 | 2008-03-05 | 大连理工大学 | Round hole type friction-yield steel energy dissipator |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392498A (en) * | 2011-10-19 | 2012-03-28 | 沈阳建筑大学 | Four-concave edge porous metal damper |
| CN102505769A (en) * | 2011-10-19 | 2012-06-20 | 沈阳建筑大学 | Multiple arched porous metal damper |
| CN103255705A (en) * | 2013-05-28 | 2013-08-21 | 招商局重庆交通科研设计院有限公司 | Energy-absorbing type girder-falling-preventing device |
| CN105862570A (en) * | 2016-05-19 | 2016-08-17 | 哈尔滨工程大学 | Assembly type steel bridge of X-shaped energy dissipation braces |
| CN105971149A (en) * | 2016-08-03 | 2016-09-28 | 云南震安减震科技股份有限公司 | Assembled metal damper |
| CN106760023A (en) * | 2017-03-15 | 2017-05-31 | 温州大学瓯江学院 | A kind of antidetonation faced wall with Multiple Protective Structure |
| CN110318464A (en) * | 2019-05-21 | 2019-10-11 | 宁波工程学院 | A kind of Self-resetting frame structure |
| CN112681553A (en) * | 2020-12-26 | 2021-04-20 | 祝青 | Steel plate energy consumption device for building |
| CN112681553B (en) * | 2020-12-26 | 2022-02-18 | 福建九恒建设有限公司 | Steel plate energy consumption device for building |
| CN113236004A (en) * | 2021-04-28 | 2021-08-10 | 北京建筑大学 | Energy consumption device and connection structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101936045A (en) | Steel plate energy dissipation device used in construction | |
| CN201896373U (en) | Single-hole steel plate energy dissipater | |
| CN102926480A (en) | Compound mild steel damper with holes and ribs | |
| CN201883570U (en) | Vented energy-dissipation steel plate wall | |
| CN103899004B (en) | One is energy consumer stage by stage | |
| CN101413296A (en) | Soft steel shearing lag return damper | |
| CN201785890U (en) | Single-hole steel plate energy consuming shock absorber for construction | |
| CN102251602A (en) | Anti-seismic damper of shearing type opening soft steel building structure | |
| CN110158771A (en) | A kind of anti-buckling support energy consumption type bean column node for construction steel structure | |
| CN202090458U (en) | Anti-vibration damper of shear perforated mild steel building structure | |
| CN102002987A (en) | Energy dissipating wall system made of opening-type double-layered steel plate with built-in stiffeners | |
| CN202519577U (en) | Bridge cable earthquake-reducing limiter | |
| CN202090467U (en) | Perforated type steel plate energy dissipating wall with inside hidden strengthening ribs | |
| CN201785892U (en) | Porous steel plate energy dissipative shock absorber | |
| CN201785891U (en) | Lantern type porous steel plate energy dissipater | |
| CN102392498A (en) | Four-concave edge porous metal damper | |
| CN202731009U (en) | Combined shear type metal damper | |
| CN101936044A (en) | Lantern type steel plate energy dissipater | |
| CN201883561U (en) | Anti-breakage and buckling-prevention support with multiple yield points | |
| CN202866039U (en) | TJS metal cutting type damper | |
| CN102912877A (en) | Compound porous ribbed soft steel damper | |
| CN103590505A (en) | Honeycomb-type steel plate damper | |
| CN112112302A (en) | Asymmetric U-shaped steel plate damper with waveform holes | |
| CN202500238U (en) | Abnormal-shaped buckling restrained brace | |
| CN102505769A (en) | Multiple arched porous metal damper |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20110105 |