CN107254983B - Replaceable energy consumption pedestal based on X-shaped soft steel sheet - Google Patents
Replaceable energy consumption pedestal based on X-shaped soft steel sheet Download PDFInfo
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- CN107254983B CN107254983B CN201710628889.1A CN201710628889A CN107254983B CN 107254983 B CN107254983 B CN 107254983B CN 201710628889 A CN201710628889 A CN 201710628889A CN 107254983 B CN107254983 B CN 107254983B
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- standard unit
- standard
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
Abstract
The invention provides a replaceable energy-consumption pedestal based on X-shaped soft steel sheets, which comprises a pedestal bottom plate, a pedestal top plate, and a transverse standard unit and a longitudinal standard unit which are connected between the pedestal bottom plate and the pedestal top plate, wherein the transverse standard unit is provided with the X-shaped soft steel sheets which are arranged at intervals along the transverse direction and can be connected with the pedestal bottom plate and the pedestal top plate in a longitudinal rolling way; the vertical standard unit is provided with X-shaped soft steel sheets which are arranged at intervals along the vertical direction and can be connected with the pedestal bottom plate and the pedestal top plate in a transversely rolling way. When the earthquake action occurs, a large amount of input energy of the earthquake (or other vibration) is consumed through the plastic deformation of the X-shaped soft steel sheet, and the earthquake action can be greatly reduced. After an earthquake occurs, the working state of the X-shaped flexible steel sheet is checked, and the damaged standard unit can be removed in time and replaced quickly.
Description
Technical Field
The invention relates to the field of shock absorption and energy consumption of buildings, equipment and cultural relics in collection of cultural institutions, in particular to a replaceable energy consumption pedestal based on X-shaped flexible steel sheets.
Background
Between the two major seismic zones in china, the eurasia seismic zone and the pacific seismic zone, is one of the most serious countries in the world suffering from seismic hazards. Historically, severe earthquakes of more than 6 grades have occurred many times in Yangtze river delta and Zhu river delta, and in the Bohai area of Kyoto hoop, a major earthquake of more than 7 grades occurs every 44 years on average in nearly 300 years. With the acceleration of the urbanization process, a large amount of national wealth is rapidly concentrated into cities and city cluster areas. More than one third of the established or proposed urban groups in China are located in areas where major earthquakes of more than 7 levels are likely to occur. The earthquake is that when the stratum of the earth crust is in a complex stress state and the action of the earth stress exceeds the ultimate strength of the stratum at a certain position along with the continuous change of the earth crust, the stratum can be suddenly broken and dislocated, so that the earthquake is caused, and is transmitted to the earth surface in the form of elastic waves, so that an object with certain mass near the earth surface generates inertia force, and when the self seismic capacity of the object for resisting the inertia action is insufficient, the object is damaged. When the excellent period of the local vibration is closer to the natural vibration period of the object, the damage of the object is more serious. The natural vibration period of the object can be obviously changed by arranging a certain vibration isolation device on the object, so that the excellent period of the earthquake is avoided, the inertia force acting on the object is obviously reduced, the damage of the object under the action of the earthquake is reduced, and the safety of the object under the earthquake is improved.
The other means for reducing the earthquake action is to adopt an energy consumption mode, and passively control the building by arranging a shock absorption support, a damper, an energy consumption support and the like. The control method allows the seismic energy to be transmitted to the building, but a specific energy consumption device (damper) is arranged in the upper building, most of the seismic energy which is originally consumed by the main building is transferred to the energy consumption device for dissipation, so that the damage of the building caused by plastic energy consumption is greatly reduced, and the building is effectively prevented from being seriously damaged and collapsed in the earthquake, therefore, the technology has good economic efficiency and application prospect. Compared with the seismic isolation technology, the energy-consuming and shock-absorbing technology is suitable for not only newly-built buildings but also seismic reinforcement of existing buildings, and has more obvious control effect on high-rise buildings, so that the energy-consuming and shock-absorbing technology is more widely applied to practical use. Although many progress has been made in the theoretical research of this aspect, the development and practical application of the corresponding energy-consuming and shock-absorbing device are still in the research stage.
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides a replaceable energy-consuming pedestal based on an X-shaped soft steel sheet, which can realize energy consumption and shock absorption.
In order to achieve the purpose, the invention adopts the technical scheme that:
the utility model provides a removable power consumption pedestal based on X type soft steel sheet which characterized in that: including pedestal bottom plate, pedestal roof and connect horizontal standard cell and vertical standard cell between pedestal bottom plate and pedestal roof, wherein:
the horizontal standard unit comprises a plurality of X-shaped soft steel sheets which are arranged at intervals along the horizontal direction, and the horizontal standard unit is respectively connected with the pedestal bottom plate and the pedestal top plate in a longitudinal rolling manner through a standard unit rotating shaft;
the vertical standard unit comprises a plurality of X-shaped soft steel sheets which are arranged at intervals along the vertical direction, and the vertical standard unit is respectively connected with the pedestal bottom plate and the pedestal top plate in a transversely rolling manner through a standard unit rotating shaft.
The replaceable energy consumption pedestal based on the X-shaped soft steel sheet is characterized in that the width of the X-shaped soft steel sheet is gradually narrowed from top to bottom and then gradually widened.
The replaceable energy consumption pedestal based on the X-shaped soft steel sheet is characterized in that the transverse standard unit comprises a standard unit bottom plate, a standard unit top plate and a plurality of X-shaped soft steel sheets which are arranged at intervals transversely and connected between the standard unit bottom plate and the standard unit top plate, two standard unit vertical plates which are arranged oppositely are arranged on the lower side of the standard unit bottom plate, two standard unit vertical plates which are arranged oppositely are also arranged on the upper side of the standard unit top plate, and a plurality of standard unit rotating shafts which can freely roll along the longitudinal direction are arranged between the two standard unit vertical plates which are arranged oppositely.
The replaceable energy consumption pedestal based on the X-shaped soft steel sheet is characterized in that the vertical standard unit comprises a standard unit bottom plate, a standard unit top plate and a plurality of X-shaped soft steel sheets which are connected between the standard unit bottom plate and the standard unit top plate and are arranged at intervals in the vertical direction, two standard unit vertical plates which are arranged oppositely are arranged on the lower side of the standard unit bottom plate, two standard unit vertical plates which are arranged oppositely are also arranged on the upper side of the standard unit top plate, and a plurality of standard unit rotating shafts which can freely roll along the horizontal direction are arranged between the two standard unit vertical plates which are arranged oppositely.
Removable power consumption pedestal based on X type soft steel sheet, wherein four horizontal standard cells are the matrix concatenation and constitute a horizontal standard section group, four vertical standard cells are the matrix concatenation and constitute a vertical standard section group, two horizontal standard section groups and two vertical standard section group staggered arrangement and be the matrix concatenation together.
Compared with the prior art, adopt above-mentioned technical scheme the utility model has the advantages of: when the earthquake action occurs, the X-shaped soft steel sheets in the pedestal can consume a large amount of input energy of earthquake motion, so that the earthquake action is greatly reduced; after an earthquake occurs, the working state of the X-shaped mild steel is checked, and the pedestal or a certain standard section group of the pedestal which is damaged can be removed in time and replaced quickly.
Drawings
FIG. 1 is an overall isometric view of the present invention;
FIG. 2 is an overall left side view of the present invention;
FIG. 3 is an overall top view of the present invention;
FIG. 4 is an isometric view of the present invention in its entirety (with the upper and lower webs removed);
FIG. 5 is a top plan view of the present invention (with the upper and lower webs removed and the blocks indicated by bold lines);
FIG. 6 is an isometric view of a standard cell of the present invention;
FIGS. 7 and 7A arebase:Sub>A left side view andbase:Sub>A cross-sectional view A-A ofbase:Sub>A standard cell according to the present invention;
FIGS. 8 and 8A are a right side view and a cross-sectional view B-B of a standard cell according to the present invention;
FIG. 9 is a right side view of a modular unit energy dissipating component of the present invention.
Fig. 10 is a top (bottom) view of a standard cell dissipative element of the invention.
Description of reference numerals: 1-a pedestal base plate; 2-horizontal standard cells; 3-vertical standard cells; 4-pedestal roof; 5-transverse standard segment group; 6-longitudinal standard segment group; 7-standard unit rotating shaft; 8-standard unit vertical plates; 9-standard cell backplane; 10-X type soft steel sheet; 11-Standard cell ceiling.
Detailed Description
The replaceable energy consumption table base based on the X-shaped soft steel sheet according to the present invention is mainly described in detail with reference to the accompanying drawings and the embodiments.
As shown in fig. 1 to 10, the replaceable energy-consuming pedestal based on X-shaped soft steel sheet according to the present invention includes a pedestal bottom plate 1, a pedestal top plate 4, and a transverse standard unit 2 and a longitudinal standard unit 3 connected between the pedestal bottom plate 1 and the pedestal top plate 4, wherein:
the transverse standard unit 2 comprises a standard unit bottom plate 9, a standard unit top plate 11 and a plurality of X-shaped soft steel sheets 10 which are connected between the standard unit bottom plate 9 and the standard unit top plate 11 and are arranged at intervals along the transverse direction, and the width of each X-shaped soft steel sheet 10 is gradually narrowed from top to bottom and then gradually widened; two standard unit vertical plates 8 which are oppositely arranged are arranged on the lower side of the standard unit bottom plate 9, two standard unit vertical plates 8 which are oppositely arranged are also arranged on the upper side of the standard unit top plate 11, and a plurality of standard unit rotating shafts 7 which can freely roll along the longitudinal direction are arranged between the two standard unit vertical plates 8 which are oppositely arranged;
the longitudinal standard unit 3 comprises a standard unit bottom plate 9, a standard unit top plate 11 and a plurality of X-shaped soft steel sheets 10 which are connected between the standard unit bottom plate 9 and the standard unit top plate 11 and are arranged at intervals along the longitudinal direction, and the width of each X-shaped soft steel sheet 10 is gradually narrowed from top to bottom and then gradually widened; two oppositely arranged standard unit vertical plates 8 are arranged on the lower side of the standard unit bottom plate 9, two oppositely arranged standard unit vertical plates 8 are also arranged on the upper side of the standard unit top plate 11, and a plurality of standard unit rotating shafts 7 capable of freely rolling along the transverse direction are arranged between the two oppositely arranged standard unit vertical plates 8;
when the horizontal standard unit 2 is installed, the pedestal bottom plate 1 and the pedestal top plate 4 can be connected with the horizontal standard unit in a longitudinally rolling manner through the standard unit rotating shafts 7 on the upper side and the lower side, and the vertical standard unit 3 can be connected with the pedestal bottom plate 1 and the pedestal top plate 4 in a horizontally rolling manner through the standard unit rotating shafts 7 on the upper side and the lower side;
the number of the horizontal standard cells 2 and the vertical standard cells 3 contained in the pedestal provided by the invention is not fixed, and the pedestal can be combined at will. Fig. 4 and 5 show a preferred embodiment, in which four horizontal standard cells 2 are matrix-spliced to form a horizontal standard segment group 5, four vertical standard cells 3 are matrix-spliced to form a vertical standard segment group 6, and two horizontal standard segment groups 5 and two vertical standard segment groups 6 are staggered and matrix-spliced together. By adopting the splicing combination mode, the shock insulation effect in the transverse direction and the longitudinal direction can be balanced and stable.
When the pedestal top plate 4 tends to move transversely, the X-shaped soft steel sheets 10 of the transverse standard units 2 deform and consume energy, and at the moment, the longitudinal standard units 3 roll transversely due to the existence of the rotating shafts 7, so that the longitudinal standard units 3 are not stressed. When the pedestal top plate 4 tends to move longitudinally, the X-shaped soft steel sheets 10 of the longitudinal standard units 3 deform and consume energy, and at the moment, the transverse standard units 2 roll longitudinally due to the existence of the rotating shafts 7, so that the transverse standard units 2 are not stressed. Thus, the pedestal can effectively consume energy through the X-shaped soft steel sheet 10.
The foundation of the building, the equipment and the cultural relics in the museum is connected with the base plate of the replaceable energy-consuming pedestal based on the X-shaped mild steel, the building, the equipment and the cultural relics in the museum are connected with the top plate of the replaceable energy-consuming pedestal based on the X-shaped mild steel, and the pedestal reaches stress balance under the action of various conventional loads during non-earthquake; when the earthquake action occurs, the X-shaped soft steel sheets in the pedestal can consume a large amount of input energy of earthquake motion, so that the earthquake action is greatly reduced; after an earthquake occurs, the working state of the X-shaped mild steel is checked, and the pedestal or a certain standard section group of the pedestal which is damaged can be removed in time and replaced quickly.
The foregoing description is intended to be illustrative rather than limiting, and it will be appreciated by those skilled in the art that many modifications, variations, or equivalents may be made without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (5)
1. The utility model provides a removable power consumption pedestal based on X type soft steel sheet which characterized in that: including pedestal bottom plate, pedestal roof and connect horizontal standard cell and vertical standard cell between pedestal bottom plate and pedestal roof, wherein:
the horizontal standard unit comprises a plurality of X-shaped soft steel sheets which are arranged at intervals along the horizontal direction, and the horizontal standard unit is respectively connected with the pedestal bottom plate and the pedestal top plate in a longitudinal rolling manner through a standard unit rotating shaft;
the vertical standard unit comprises a plurality of X-shaped soft steel sheets which are arranged at intervals along the vertical direction, and the vertical standard unit is respectively connected with the pedestal bottom plate and the pedestal top plate in a transversely rolling manner through a standard unit rotating shaft.
2. Replaceable energy consuming bench based on sheet X-steel according to claim 1 characterized in that: the width of the X-shaped soft steel sheet is gradually narrowed from top to bottom and then gradually widened.
3. A replaceable energy consuming pedestal based on sheet X-steel according to claim 1 wherein: the horizontal standard unit comprises a standard unit bottom plate, a standard unit top plate and X-shaped soft steel sheets connected between the standard unit bottom plate and the standard unit top plate, wherein the X-shaped soft steel sheets are arranged at intervals along the horizontal direction, two standard unit vertical plates which are arranged oppositely are arranged on the lower side of the standard unit bottom plate, two standard unit vertical plates which are arranged oppositely are also arranged on the upper side of the standard unit top plate, and a plurality of standard unit rotating shafts which can freely roll along the vertical direction are arranged between the two standard unit vertical plates which are arranged oppositely.
4. A replaceable energy consuming pedestal based on sheet X-steel according to claim 1 wherein: the vertical standard unit comprises a standard unit bottom plate, a standard unit top plate and a plurality of X-shaped soft steel sheets which are connected between the standard unit bottom plate and the standard unit top plate and are arranged at intervals along the vertical direction, two standard unit vertical plates which are oppositely arranged are arranged on the lower side of the standard unit bottom plate, two standard unit vertical plates which are oppositely arranged are also arranged on the upper side of the standard unit top plate, and a plurality of standard unit rotating shafts which can freely roll along the horizontal direction are arranged between the two standard unit vertical plates which are oppositely arranged.
5. A replaceable energy consuming pedestal based on sheet X-steel according to claim 1 wherein: the four horizontal standard units are spliced in a matrix form to form a horizontal standard section group, the four longitudinal standard units are spliced in a matrix form to form a longitudinal standard section group, and the two horizontal standard section groups and the two longitudinal standard section groups are staggered and spliced together in a matrix form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710628889.1A CN107254983B (en) | 2017-07-28 | 2017-07-28 | Replaceable energy consumption pedestal based on X-shaped soft steel sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710628889.1A CN107254983B (en) | 2017-07-28 | 2017-07-28 | Replaceable energy consumption pedestal based on X-shaped soft steel sheet |
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| Publication Number | Publication Date |
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| CN107254983A CN107254983A (en) | 2017-10-17 |
| CN107254983B true CN107254983B (en) | 2023-03-14 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112144690B (en) * | 2020-10-30 | 2023-03-17 | 中国地震局工程力学研究所 | Bending shear mixed type square steel pipe damper and manufacturing method |
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| JP3733503B2 (en) * | 1997-08-28 | 2006-01-11 | 清水建設株式会社 | Vibration control structure |
| JPH11351319A (en) * | 1998-06-11 | 1999-12-24 | Takenaka Komuten Co Ltd | Base isolation support |
| JP3780744B2 (en) * | 1999-04-26 | 2006-05-31 | Ｊｆｅエンジニアリング株式会社 | Building structure |
| KR20010094224A (en) * | 2000-04-04 | 2001-10-31 | 정란 | X-shaped Steel Beam Bracing Apparatus and Method for Strengthening the Durability of the Reinforced Concrete Structure against Earthquake |
| JP3875228B2 (en) * | 2003-11-07 | 2007-01-31 | 株式会社ダイナミックデザイン | Seismic isolation device |
| JP5131673B2 (en) * | 2006-07-31 | 2013-01-30 | 旭化成ホームズ株式会社 | Deterioration prediction method and deterioration diagnosis method of elastoplastic energy absorber |
| CN201317985Y (en) * | 2008-12-12 | 2009-09-30 | 青岛理工大学 | Double-layer rolling shaft disc spring shock isolation bearing |
| CN102011439B (en) * | 2010-11-24 | 2012-01-04 | 南京工业大学 | Staging yield type soft steel damper |
| EA201491066A1 (en) * | 2011-11-30 | 2014-11-28 | Су Хао | CLASS OF SUPPORT FOR PROTECTION OF DESIGNS FROM EARTHQUAKE AND OTHER SIMILAR HAZARDOUS FACTORS |
| CN202544161U (en) * | 2012-05-10 | 2012-11-21 | 南京工业大学 | Shearing and bending combined phased yielding mild steel damper |
| CN203008126U (en) * | 2013-01-05 | 2013-06-19 | 衡水中铁建工程橡胶有限责任公司 | Universal vibration-insulation supporting seat for building |
| CN203320395U (en) * | 2013-06-04 | 2013-12-04 | 同济大学 | X-shaped metal shock-absorbing device applicable to bridge structures and with limiting capability |
| CN203769109U (en) * | 2014-03-17 | 2014-08-13 | 江苏省城市规划设计研究院 | Combined multi-stage yielding mild steel damper |
| CN204252313U (en) * | 2014-11-10 | 2015-04-08 | 同济大学 | A kind of two-way energy-dissipating and shock-absorbing mild steel damper |
| CN204326290U (en) * | 2014-11-24 | 2015-05-13 | 沈阳建筑大学 | A kind of hourglass shape mild steel barred body sinker |
| CN204850125U (en) * | 2015-07-22 | 2015-12-09 | 常州容大结构减振股份有限公司 | Plumbous compound attenuator of mild steel |
| CN205259391U (en) * | 2015-12-11 | 2016-05-25 | 北京建筑大学 | Shape memory alloy roll level - vertical multidimension isolation bearing |
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| CN106931066A (en) * | 2016-09-08 | 2017-07-07 | 中国地震局工程力学研究所 | Three-dimensional shock isolation pedestal with arc track |
| CN106638282B (en) * | 2016-11-04 | 2018-03-16 | 济南大学 | Soft damping steel vibration absorption and isolation support |
| CN106401003A (en) * | 2016-11-22 | 2017-02-15 | 上海天华建筑设计有限公司 | Multi-working condition work mild steel energy dissipation machine |
| CN206971871U (en) * | 2017-07-28 | 2018-02-06 | 中国地震局工程力学研究所 | Replaceable power consumption pedestal based on X-type mild steel piece |
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