CN108915082B - Friction type wooden energy dissipation and shock absorption device and wooden structure system with same - Google Patents
Friction type wooden energy dissipation and shock absorption device and wooden structure system with same Download PDFInfo
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- CN108915082B CN108915082B CN201810913918.3A CN201810913918A CN108915082B CN 108915082 B CN108915082 B CN 108915082B CN 201810913918 A CN201810913918 A CN 201810913918A CN 108915082 B CN108915082 B CN 108915082B
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- wooden
- energy dissipation
- shock absorption
- absorption device
- board wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6104—Connections for building structures in general of slab-shaped building elements with each other the overlapping ends of the slabs connected together
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Building Environments (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a friction type wooden energy dissipation and shock absorption device and a wooden structure system with the same. A friction plate is arranged between the bottom surface of the groove and the top surface of the tenon, and the friction plate is connected with the top surface of the tenon through chemical adhesive or a wooden connecting piece. The main body structure of the wood structure system is connected with the wooden energy dissipation and shock absorption device. The main body structure is rigidly connected with the wooden energy dissipation and shock absorption device. The method can meet key principles of wood building protection and development, including key principles of authenticity, integrity, reversibility, minimum interference, identifiable and the like, and can be used for improving the earthquake resistance of the existing wood structure building and also can be used for newly building the wood structure building. The energy dissipation and shock absorption device can dissipate earthquake energy, reduce damage of a wood structure building under the action of an earthquake, and can conveniently replace energy consumption components after the earthquake.
Description
Technical Field
The invention relates to a building wood structure system, in particular to a friction type wood energy dissipation and shock absorption device and a wood structure system with the same.
Background
Wood structures are a form of construction employed by a large number of existing historic relic and newly built buildings. However, the earthquake records show that some existing wood structure building heritage has poor earthquake resistance, and larger damage and even collapse can be generated in the earthquake, so that huge economic loss and immeasurable cultural loss are caused. Meanwhile, the earthquake resistance of the newly built wood structure building is still to be further improved. Therefore, improvement and promotion of the earthquake-resistant performance of the wood-structure building become one of the important problems to be solved urgently.
At present, for the seismic performance reinforcement of the existing wood structure building, a reinforcement method based on component layers is mostly adopted, and mainly comprises the following steps: the embedded reinforcement (mostly adopting a new hard wood tenon to be embedded into a mortise, using a water-resistant adhesive to be firmly adhered with an original component and fastened by a wooden connecting piece), chemical reinforcement (repairing cracks to maintain the stability of the wood component through treatment of chemical agents), iron piece reinforcement (hooping beams and column components firmly by flat irons or connecting beam and column nodes by flat irons) and FRP reinforcement (bonding FRP materials in a tensile area of the wood beam and shearing and crossing area to improve the capability of the component to bear bending and shearing).
The above reinforcement method is difficult to fully satisfy key basic principles of wood building protection and development, including key principles of authenticity, integrity, reversibility, minimal interference, identifiable and the like. Specifically, the original building disturbance degree is high, the historical value of the building heritage and the retention of information are seriously influenced, and the safety risk and the repair effect in the repair process are difficult to predict, so that the principles of authenticity, integrity and minimum interference are difficult to meet. Meanwhile, when the material member is replaced or reinforced, the reversibility and the identifiability of technical measures are not fully considered, the reinforced part is not easy to overhaul and replace, and the reversibility and the identifiability principle are difficult to meet.
The energy dissipation and shock absorption technology is a technical means widely applied to new construction and earthquake resistance reinforcement of concrete structures and steel structure buildings. As a reinforcing method based on structural hierarchy, the principle is that the energy dissipation and shock absorption device is arranged in the structure, and under the action of an earthquake, a large amount of earthquake energy is dissipated by the energy dissipation and shock absorption device, so that the damage of other parts of the structure is reduced, and the earthquake resistance of the structure is improved. The core of the energy dissipation and shock absorption device is the structure of the energy dissipation and shock absorption device and the structure system with the energy dissipation and shock absorption device. However, meeting the key principles of protection and development of the above-mentioned wood building, the related art rare public report of energy dissipation and shock absorption device suitable for wood structure building and the structure system with the same.
Disclosure of Invention
The invention aims to provide a friction type wooden energy dissipation and shock absorption device and a wooden structure system with the same.
The invention aims at realizing the following technical scheme:
the friction type wooden energy dissipation and shock absorption device comprises a lower wooden board wall and an upper wooden board wall, wherein the lower wooden board wall and the upper wooden board wall are connected through a wooden connecting piece, the lower wooden board wall and the upper wooden board wall are respectively provided with a dovetail-shaped groove, the wooden connecting piece is provided with two dovetail-shaped tenons, and the two tenons are respectively inserted into the grooves of the lower wooden board wall and the upper wooden board wall. A friction plate is arranged between the bottom surface of the groove and the top surface of the tenon, and the friction plate is connected with the top surface of the tenon through chemical adhesive or a wooden connecting piece.
According to the wood structure system with the friction type wooden energy dissipation and shock absorption device, the wooden energy dissipation and shock absorption device is connected between main structures of the wood structure system.
According to the technical scheme provided by the invention, the friction type wooden energy dissipation and shock absorption device and the wooden structure system with the friction type wooden energy dissipation and shock absorption device provided by the embodiment of the invention have small disturbance degree to the original building, can better meet key principles of protection and development of the wooden building, comprise key principles of authenticity, integrity, reversibility, minimum interference, identification and the like, and can be used for improving the shock resistance of the existing wooden structure building and also can be used for newly-built wooden structure building. The energy dissipation and shock absorption device can dissipate earthquake energy, reduce damage of a wood structure building under the action of an earthquake, and can conveniently replace energy consumption components after the earthquake.
Drawings
Fig. 1 is a schematic structural diagram of a friction type wooden energy dissipation and shock absorption device according to an embodiment of the present invention.
Fig. 2 is a schematic diagram of a split structure of a wooden energy dissipation and shock absorption device according to an embodiment of the present invention.
Fig. 3 is a schematic view of the structure of a lower side wooden plank wall of the wooden energy dissipation and shock absorption device according to the embodiment of the invention.
Fig. 4 is a schematic view of an upper side timber wall structure of the wooden energy dissipation and shock absorption device according to the embodiment of the invention.
Fig. 5 is a schematic diagram of the energy dissipation section structure of the wooden energy dissipation and shock absorption device according to the embodiment of the invention.
Fig. 6 is a theoretical horizontal displacement-load curve of a wooden energy dissipation and shock absorption device according to an embodiment of the present invention.
Fig. 7 is a schematic structural diagram of a wood structure system according to an embodiment of the present invention.
In the figure:
10-wooden energy dissipation and shock absorption device, 11-lower side wooden board wall, 111-first groove, 12-upper side wooden board wall, 121-second groove, 13-energy consumption section, 131-friction plate (non asbestos organic matter NAO or brass), 132-wood connecting piece, 20-main structure.
Detailed Description
Embodiments of the present invention will be described in further detail below. What is not described in detail in the embodiments of the present invention belongs to the prior art known to those skilled in the art.
The invention relates to a friction type wooden energy dissipation and shock absorption device and a wooden structure system with the same, and the preferred specific implementation mode is as follows:
the friction type wooden energy dissipation and shock absorption device comprises a lower wooden board wall and an upper wooden board wall, wherein the lower wooden board wall and the upper wooden board wall are connected through a wooden connecting piece, the lower wooden board wall and the upper wooden board wall are respectively provided with a dovetail-shaped groove, the wooden connecting piece is provided with two dovetail-shaped tenons, and the two tenons are respectively inserted into the grooves of the lower wooden board wall and the upper wooden board wall.
A friction plate is arranged between the bottom surface of the groove and the top surface of the tenon, and the friction plate is connected with the top surface of the tenon through chemical adhesive.
The friction plate is made of non-asbestos organic matters or brass.
The main body structure of the wood structure system is connected with the wooden energy dissipation and shock absorption device.
The main body structure is rigidly connected with the wooden energy dissipation and shock absorption device.
The friction type wooden energy dissipation and shock absorption device and the wooden structure system with the friction type wooden energy dissipation and shock absorption device can be used for improving the shock resistance of the existing wooden structure building and also can be used for newly-built wooden structure building. The energy dissipation and shock absorption device can dissipate earthquake energy, reduce damage of a wood structure building under the action of an earthquake, and can conveniently replace energy consumption components after the earthquake.
Specific examples:
the friction type wooden energy dissipation and shock absorption device is shown in fig. 1-6, and a wooden structure system with the friction type wooden energy dissipation and shock absorption device is shown in fig. 7:
the friction plate (non-asbestos organic matter NAO or brass) 131 is attached to the wood connection 132 by chemical glue.
The main body structure 20 is rigidly connected with the wooden energy dissipation and shock absorption device 10.
The horizontal displacement-load theoretical curve of the friction type wooden energy dissipation and shock absorption device is shown in fig. 6, and the curve is full under the action of horizontal reciprocating load, which indicates that the device has stronger energy dissipation performance.
Under the action of earthquake, interlayer relative displacement occurs in the main structure 20, horizontal relative displacement (shown by arrows in fig. 1) occurs between the lower side timber wall 11 and the upper side timber wall 12 of the wooden energy dissipation and shock absorption device 10 arranged in floors, earthquake energy is dissipated through friction of friction materials, damage to the main structure 20 is reduced, and damage to the main structure 20 under the action of earthquake is reduced. After the earthquake, maintenance personnel can replace the energy consumption section 13 in the energy consumption device more conveniently.
The invention adopts a similar connection mode with mortise and tenon joints in ancient buildings, and is convenient to construct. Meanwhile, when the method is used for reinforcing the existing historical building, the integrity of the building shape, design and style can be effectively maintained, and the method accords with the principles of authenticity and integrity; the oil-decorated color painting can be reused on the surface of the joint, which accords with the principle of old repair; the components have small disturbance degree to the original structure, can be detached and replaced, are convenient to identify and maintain, also ensure the whole harmony and unification of the building, and accord with the identifiable, minimum interference and reversibility principles of wood building protection and development.
The foregoing is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions easily contemplated by those skilled in the art within the scope of the present invention should be included in the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the protection scope of the claims.
Claims (5)
1. The utility model provides a friction type wooden energy dissipation damping device, its characterized in that, includes downside wooden board wall and upside wooden board wall, be connected through the wooden connecting piece between downside wooden board wall and the upside wooden board wall, downside wooden board wall and upside wooden board wall are equipped with the recess of dovetail form respectively, the wooden connecting piece is equipped with the tenon of two dovetail forms, and two tenons are inserted respectively in the recess of downside wooden board wall and upside wooden board wall, the recess of dovetail form of downside wooden board wall and the recess of dovetail form of upside wooden board wall are logical groove.
2. A friction type wooden energy dissipation and shock absorption device as claimed in claim 1, wherein a friction plate is arranged between the bottom surface of the groove and the top surface of the tenon, and the friction plate is connected with the top surface of the tenon through chemical adhesive or a wooden connecting piece.
3. A friction type wooden energy dissipating and shock absorbing device according to claim 2, wherein the friction plate is non-asbestos organic or brass.
4. A wood structural system having the friction type wooden energy dissipation and shock absorption device as claimed in claim 1, 2 or 3, wherein the wooden energy dissipation and shock absorption device is connected between main structures of the wood structural system
5. A wood structural system of a friction type wooden energy dissipating and shock absorbing device according to claim 4, wherein the main body structure is rigidly connected to the wooden energy dissipating and shock absorbing device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810913918.3A CN108915082B (en) | 2018-08-10 | 2018-08-10 | Friction type wooden energy dissipation and shock absorption device and wooden structure system with same |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810913918.3A CN108915082B (en) | 2018-08-10 | 2018-08-10 | Friction type wooden energy dissipation and shock absorption device and wooden structure system with same |
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| Publication Number | Publication Date |
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| CN108915082A CN108915082A (en) | 2018-11-30 |
| CN108915082B true CN108915082B (en) | 2023-09-12 |
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| CN201810913918.3A Active CN108915082B (en) | 2018-08-10 | 2018-08-10 | Friction type wooden energy dissipation and shock absorption device and wooden structure system with same |
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Families Citing this family (1)
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| CN109577728A (en) * | 2018-12-11 | 2019-04-05 | 北京建筑大学 | Struggle against the wooden earthquake isolating equipment of arch formula |
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| JPH09273218A (en) * | 1996-04-09 | 1997-10-21 | Mitsui Constr Co Ltd | Steel framed earthquake-resisting construction of structure |
| CN201713961U (en) * | 2010-04-02 | 2011-01-19 | 陈云 | Novel friction damping wall |
| JP2011144621A (en) * | 2009-12-18 | 2011-07-28 | Shimizu Corp | Earthquake-resisting board wall structure of wooden building |
| WO2011158823A1 (en) * | 2010-06-14 | 2011-12-22 | 国立大学法人熊本大学 | Vibration dampening device |
| JP2012102570A (en) * | 2010-11-11 | 2012-05-31 | Edogawa Lumber Industrial Co Ltd | Vibration control device |
| CN103074948A (en) * | 2013-02-07 | 2013-05-01 | 柳州东方工程橡胶制品有限公司 | Anti-pulling system |
| CN104314262A (en) * | 2014-11-22 | 2015-01-28 | 重庆市后皇嘉树木业有限公司 | Novel environment-friendly carbonized wood external wall decorative board wooden house |
| CN107386478A (en) * | 2017-07-05 | 2017-11-24 | 武汉理工大学 | A kind of wooden earthquake isolating equipment |
| CN208870176U (en) * | 2018-08-10 | 2019-05-17 | 北京建筑大学 | A kind of wooden energy-consuming shock absorber of friction-type and the timber structural system with it |
| CN114412015A (en) * | 2022-02-17 | 2022-04-29 | 石家庄铁道大学 | Steel-wood combined wall body assembling structure |
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2018
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| JP2011144621A (en) * | 2009-12-18 | 2011-07-28 | Shimizu Corp | Earthquake-resisting board wall structure of wooden building |
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| WO2011158823A1 (en) * | 2010-06-14 | 2011-12-22 | 国立大学法人熊本大学 | Vibration dampening device |
| JP2012102570A (en) * | 2010-11-11 | 2012-05-31 | Edogawa Lumber Industrial Co Ltd | Vibration control device |
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| CN104314262A (en) * | 2014-11-22 | 2015-01-28 | 重庆市后皇嘉树木业有限公司 | Novel environment-friendly carbonized wood external wall decorative board wooden house |
| CN107386478A (en) * | 2017-07-05 | 2017-11-24 | 武汉理工大学 | A kind of wooden earthquake isolating equipment |
| CN208870176U (en) * | 2018-08-10 | 2019-05-17 | 北京建筑大学 | A kind of wooden energy-consuming shock absorber of friction-type and the timber structural system with it |
| CN217150744U (en) * | 2021-10-29 | 2022-08-09 | 上海方寻减振科技有限公司 | Inclined wallboard pier type energy dissipation device and plate body energy dissipation wall |
| CN114412015A (en) * | 2022-02-17 | 2022-04-29 | 石家庄铁道大学 | Steel-wood combined wall body assembling structure |
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| CN108915082A (en) | 2018-11-30 |
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