CN108374505B - A kind of orthogonal laminated wood Coupled Shear Wall of prestressing force waving Self-resetting - Google Patents
A kind of orthogonal laminated wood Coupled Shear Wall of prestressing force waving Self-resetting Download PDFInfo
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- CN108374505B CN108374505B CN201810136231.3A CN201810136231A CN108374505B CN 108374505 B CN108374505 B CN 108374505B CN 201810136231 A CN201810136231 A CN 201810136231A CN 108374505 B CN108374505 B CN 108374505B
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members 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
- E04B1/0007—Base structures; Cellars
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/703—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal vertical elements
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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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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of orthogonal laminated wood Coupled Shear Wall of prestressing force waving Self-resetting, it is characterised in that: the shear wall includes orthogonal laminated wood wall limb (1), orthogonal laminated wood coupling beam (2), reinforced concrete foundation (3), deformed bar (4) and connector (5)；This shear wall can wave Self-resetting and coupling beam end rotation realization resistance geological process by wall limb, dissipation seismic energy, and residual deformation is smaller after shaking, pass through the control to energy consumption mechanism and failure mode, convenient for shaking the replacement of rear part, while the construction of coupled shear wall meets the demand that exterior wall punches, simple structure, it is easy for construction, convenient for promoting.
Description
Technical field
The invention belongs to technical field of civil engineering, are specifically exactly that be related to a kind of prestressing force that can wave Self-resetting orthogonal
Laminated wood Coupled Shear Wall, the multi-layer wooden structure building for having higher requirements to anti-seismic performance.
Background technique
The honest development for pushing dynamic modern multi-layer wooden structure in China at present, it is the most universal with the application of laminated structure.Just
Handing over laminated wood is that one kind is big by least 3 layers of solid sawn lumber or structure composite plate orthogonal systems, is composed using structural adhesive
Precast construction wood plank, has that dimensionally stable, high-strength light, biaxial mechanical capability is excellent, environmentally protective, industrialization degree is high etc.
Feature, the load-bearing material as multi-layer wooden structure have the potentiality that grow a lot.
With the increase of building height, specific gravity of the horizontal loading in structure total load head is increased rapidly, and shear wall is modern
Important lateral resistant member in timber structure, the anti-seismic performance of shear wall are to determine the key factor of multi-layer wooden structure anti-seismic performance.
The conventional orthogonal laminated wood shear wall of one chip is easy to appear the extruding of wall limb corner and connecting portion under horizontal earthquake action
It destroys, failure by shear and cleavage fracture, destroys ductility and energy dissipation capacity has to be hoisted, biggish remaining become is generated under horizontal earthquake
Shape increases the difficulty and cost of reparation.It is necessary to improve the energy consumption mechanism of shear wall in multi-layer wooden structure by technical measures,
Reduce damage of the structure in earthquake, improve structural seismic capacity, realizes that dissipative member is replaceable, structure function can be restored.
Compared with traditional structure forms, swinging structure has better anti-seismic performance and self-resetting capability, can effectively control
The deformation pattern and damage position of structure.Swinging structure form is used in orthogonal laminated wood shear wall, prestressing technique is passed through
Realize that wall waves energy consumption and Self-resetting with ductility stud connector design, form the energy consumption mechanism of stability and high efficiency, improve it is conventional just
Hand over the deformation performance and energy dissipation capacity of laminated wood shear wall, while replacement easy to repair.
Summary of the invention
The purpose of the present invention is to existing orthogonal laminated wood shearing force wall energy-dissipation scarce capacity, residual deformation it is larger, can
The poor technological deficiency of repairing performance proposes a kind of orthogonal laminated wood Coupled Shear Wall of prestressing force that can wave Self-resetting, passes through
Prestressing technique and ductility stud connector design, that realizes orthogonal laminated wood shear wall waves energy consumption and Self-resetting, while double limbs are cut
The construction of power wall meets the demand that exterior wall punches.
The present invention can be achieved through the following technical solutions: one kind can wave the orthogonal laminated wood connection limb of prestressing force of Self-resetting
Shear wall, it is characterised in that: the shear wall include orthogonal laminated wood wall limb, orthogonal laminated wood coupling beam, reinforced concrete foundation,
Deformed bar and connector；
The orthogonal laminated wood wall limb and reinforced concrete foundation pass through no-cohesive prestressed reinforcement drawknot, the orthogonal glue
It closes the wooden wall limb corner positions setting armored concrete cushion block and reinforced concrete foundation is whole pours, the armored concrete cushion block and institute
It states orthogonal laminated wood wall limb contact surface and places rubber pad；
Connection is fitted closely by connector between the orthogonal laminated wood wall limb and the orthogonal laminated wood coupling beam, it is described
Connector includes bolt, inside fills out steel plate, encased steel plate one, encased steel plate two and steel ribs, inside fills out steel plate and is fixed with bolt one end
In the orthogonal laminated wood wall limb, the other end is installed on the end of the orthogonal laminated wood coupling beam with bolt, described orthogonal
Laminated wood wall limb is equipped with encased steel plate one, the encased steel plate one with the corner of orthogonal laminated wood coupling beam intersection bolt
Equipped with steel ribs to support, junction of the orthogonal laminated wood wall limb with the orthogonal laminated wood coupling beam at the top of top layer
Encased steel plate two is housed using bolt.
Further, offer slot one in the orthogonal laminated wood wall limb, the end of the orthogonal laminated wood coupling beam be provided with
The corresponding slot two of slot one, the interior both ends for filling out steel plate are respectively placed in slot one and slot two to be locked with bolt.
Further, reserving hole channel being set in the orthogonal laminated wood wall limb, deformed bar is passed through from reserving hole channel, on
Portion is anchored at the top of the orthogonal laminated wood wall limb, and lower anchor is in the fluting of reinforced concrete foundation bottom, prestress steel
Muscle and the orthogonal laminated wood wall limb and reinforced concrete foundation soap-free emulsion polymeization.
Further, the connector is metal connecting piece.
Further, the corner positions of the orthogonal laminated wood wall limb are embedded in and the orthogonal laminated wood wall limb same thickness
Armored concrete cushion block, the armored concrete cushion block length are 0.1~0.2 times of the orthogonal laminated wood wall limb length, institute
State armored concrete cushion block and reinforced concrete foundation one-piece casting, the armored concrete cushion block and the orthogonal laminated wood wall
Rubber pad is placed between limb.
Further, the rubber pad is built-in steel plate rubber or pure rubber pad, and rubber hardness is 55~65.
Further, steel plate is filled out in the position that the orthogonal laminated wood wall limb intersects with the orthogonal laminated wood coupling beam 2 in described
Part is set to narrow.
Further, the corner of the orthogonal laminated wood coupling beam and orthogonal laminated wood wall limb connecting portion is arranged with steel ribs
Encased steel plate one and encased steel plate two, the encased steel plate one and encased steel plate two are made of the mild steel of Q235 grade, thickness
No more than 10mm, encased steel plate one and encased steel plate two are using described in filling out the bolt of steel plate as connector and being fixed in being parallel to
Orthogonal laminated wood coupling beam surface, and the orthogonal laminated wood wall is fixed on as connector using perpendicular to the interior bolt for filling out steel plate
Limb surface.
Beneficial effect
For the present invention using prestressed orthogonal laminated wood wall limb is applied as wall component is waved, increase wall waves consumption
It can help to enhance energy dissipation capacity of the shear wall under big shake with Self-resetting performance；The insertion of wall limb corner and the whole steel poured in basis
Reinforced concrete cushion block uses between another aspect wall limb corner and cushion block to enhance the shearing resistance and resistant slide ability of shear wall
Rubber pad, can effectively promote wall limb wave performance, prevents wall limb corner from common extruding occur and destroys, at the same convenient for shake after
Replacement；Using steel plate and encased steel plate with ribbing connection is filled out in locally weakening between wall limb and coupling beam, coupling beam and wall can be prevented
Brittle shear and cleavage fracture occur for limb junction, form stable rotation energy consumption mechanism in beam-ends, enhance Coupled Shear Wall
Whole anti-seismic performance.One kind provided by the invention can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, Neng Goutong
That crosses wall limb waves Self-resetting and coupling beam end rotation realization resistance geological process, dissipation seismic energy, and residual deformation after shake
Smaller, by the control to energy consumption mechanism and failure mode, convenient for shaking the replacement of rear part, while the construction of coupled shear wall is full
The demand that foot exterior wall punches, simple structure is easy for construction, convenient for promoting.
Detailed description of the invention
Attached drawing 1 is the structural schematic diagram of shear wall in the embodiment of the present invention.
Attached drawing 2 is orthogonal laminated wood wall limb and reinforced concrete foundation connection schematic diagram in the embodiment of the present invention.
Attached drawing 3 be in the embodiment of the present invention in the middle part of orthogonal laminated wood wall limb with orthogonal laminated wood coupling beam connection schematic diagram.
Attached drawing 4 be in the embodiment of the present invention at the top of orthogonal laminated wood wall limb with orthogonal laminated wood coupling beam connection schematic diagram.
Attached drawing 5 is the interior structural schematic diagram for filling out steel plate in the embodiment of the present invention.
Attached drawing 6 is encased steel plate one and steel ribs mounting structure schematic diagram in the embodiment of the present invention.
Attached drawing 7 is the structural schematic diagram of encased steel plate two in the embodiment of the present invention.
Specific embodiment
With reference to the accompanying drawings and examples, the present invention will be further described.
Embodiment
As shown in attached drawing 1~7, a kind of orthogonal laminated wood Coupled Shear Wall of prestressing force waving Self-resetting, the shearing
Wall includes orthogonal laminated wood wall limb 1, orthogonal laminated wood coupling beam 2, reinforced concrete foundation 3, deformed bar 4 and connector 5；
The orthogonal laminated wood wall limb 1 and reinforced concrete foundation 3 by 4 drawknot of no-cohesive prestressed reinforcement, it is described just
It hands over 1 corner positions of laminated wood wall limb setting armored concrete cushion block 301 and reinforced concrete foundation 3 is whole pours, the reinforced concrete
Rubber pad 302 is placed between native cushion block 301 and orthogonal 1 contact surface of laminated wood wall limb；
Connection is fitted closely by connector 5 between the orthogonal laminated wood wall limb 1 and the orthogonal laminated wood coupling beam 2,
The connector 5 includes bolt 501, inside fills out steel plate 502, encased steel plate 1, encased steel plate 2 504 and steel ribs 505, interior
It fills out steel plate 502 to be fixed in the orthogonal laminated wood wall limb 1 with 501 one end of bolt, other end bolt 501 is installed on described
The end of orthogonal laminated wood coupling beam 2, the orthogonal laminated wood wall limb 1 are used with the corner of orthogonal 2 intersection of laminated wood coupling beam
Bolt 501 be equipped with encased steel plate 1, the encased steel plate 1 be equipped with steel ribs 505 to support, the orthogonal glue
It closes the wooden wall limb 1 and encased steel plate 2 504 is housed using bolt 501 with junction of the orthogonal laminated wood coupling beam 2 at the top of top layer.
Slot 1 is offered in the orthogonal laminated wood wall limb 1, the end of the orthogonal laminated wood coupling beam 2 is provided with and slot
One 101 corresponding slots 2 201, the interior both ends for filling out steel plate 502 are respectively placed in slot 1 and slot 2 201 is locked with bolt 501
It is fixed.
Reserving hole channel 102 is set in the orthogonal laminated wood wall limb 1, deformed bar 4 is passed through from reserving hole channel 102,
Upper anchorage is in 1 top of orthogonal laminated wood wall limb, and lower anchor is in the fluting 303 of 3 bottom of reinforced concrete foundation, in advance
Stress reinforcing bar 4 and the orthogonal laminated wood wall limb 1 and 3 soap-free emulsion polymeization of reinforced concrete foundation.
The connector 5 is metal connecting piece.
The corner positions of the orthogonal laminated wood wall limb 1 are embedded in and the reinforcing bar of orthogonal 1 same thickness of laminated wood wall limb
Concrete pad 301,301 length of armored concrete cushion block are 0.1~0.2 times of orthogonal 1 length of laminated wood wall limb,
The armored concrete cushion block 301 and 3 one-piece casting of reinforced concrete foundation, the armored concrete cushion block 301 with it is described just
It hands over and places rubber pad 302 between laminated wood wall limb 1.
The rubber pad 302 is built-in steel plate rubber or pure rubber pad, and rubber hardness is 55~65.
Steel plate 502 is filled out in described in the position that the orthogonal laminated wood wall limb 1 intersects with the orthogonal laminated wood coupling beam 2 office
Portion narrows.
The corner of the orthogonal laminated wood coupling beam 2 and orthogonal 1 connecting portion of laminated wood wall limb is arranged outer with steel ribs 505
Steel plated 1 and encased steel plate 2 504, the encased steel plate 1 and encased steel plate 2 504 use the mild steel of Q235 grade
Production, thickness are not more than 10mm, encased steel plate 1 and encased steel plate 2 504 using the bolt for filling out steel plate 502 in being parallel to
501 are used as connector 5 to be fixed on orthogonal 2 surface of laminated wood coupling beam, and using perpendicular to the interior bolt 501 for filling out steel plate 502
Orthogonal 1 surface of laminated wood wall limb is fixed on as connector 5.
The present embodiment shear wall as described above is made, shear wall is used for four layers of orthogonal laminated structure, and it is 3 meters every layer high,
Total 12 meters high, coupled shear wall overall length 6620mm, thickness 300mm；The long 2500mm of every wall limb, the long 1600mm of coupling beam, coupling beam are cut
Having a size of 300mm × 400mm, between coupling beam and wall limb, there are the gaps 10mm in face causes secondary stress to prevent swelling of wood.
Orthogonal laminated wood wall limb is prefabricated in the factory completion, orthogonal laminated wood wall limb by prestressed pore passage surrounding four pieces of rectangles
Plate gluing forms, to form intermediate prestressed pore passage, deformed bar is passed through from duct, and top is anchored by anchor
At the top of the wall limb, lower anchor is in the fluting of foundation bottom, deformed bar and wall limb and basis soap-free emulsion polymeization.Wall limb angular position
It sets and cuts out two corners, the armored concrete cushion block of insertion and basic one-piece casting, cushion block long 350mm, high 300mm；Cushion block and wall limb
The pure rubber pad that hardness is 55, rubber pad thickness 70mm are placed between contact surface.
Orthogonal laminated wood wall limb and coupling beam are connect by bolt and interior steel plate of filling out, and are inside filled out steel plate and are placed in wall limb and coupling beam
In slot, and wall limb, coupling beam are fixed using bolt as connector, inside fills out steel plate, coupling beam and wall limb at the position of arrangement bolt
Preparatory aperture.The Q235 mild steel that steel plate selects thickness 10mm is inside filled out, inside fills out plate size 610mm × 300mm, on both sides of the middle side is cut
The semicircle of diameter 100mm is as weakening.Steel plate insertion wall limb and each 300mm of coupling beam are inside filled out, correspondingly opens thickness in wall limb and coupling beam
The slot of 12mm.The every side of wall limb and coupling beam junction is arranged 8.8 grades of high-strength bolts of four diameter 24mm, wall limb, coupling beam and interior fills out
The hole of steel plate worn bolt location and open diameter 26mm in advance.
Encased steel plate with ribbing is arranged in the corner of wall limb and coupling beam connecting portion, and encased steel plate is soft using the Q235 of thickness 6mm
Steel completes in factory；Each encased steel plate uses 2 diameter 24mm, is parallel to interior 8.8 grade bolts for filling out steel plate as company
Fitting is fixed on coupling beam surface, and each encased steel plate uses 2 diameter 24mm, perpendicular to the interior 8.8 grade bolt conducts for filling out steel plate
Connector is fixed on wall limb surface, and steel plate, coupling beam, wall limb open the hole of diameter 26mm in the position of arrangement bolt in advance.Top layer outsourcing
Steel plate interior fills out the bolt of steel plate and wall limb is fixed using passing through in wall limb.
The present embodiment structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate specification revealed interior
Hold, so that those skilled in the art understands and reads, is not intended to limit the invention enforceable qualifications, therefore does not have skill
Essential meaning in art, the modification of any structure, the change of proportionate relationship or the adjustment of size can be produced not influencing the present invention
Under raw effect and the purpose that can reach, should all still it fall in the range of disclosed technology contents obtain and can cover.
Meanwhile cited such as "upper", "lower", "left", "right", " centre ", " clockwise ", the use of " counterclockwise " in this specification
Language is merely convenient to being illustrated for narration, rather than to limit the scope of the invention, the change of relativeness or tune
It is whole, under the content of no substantial changes in technology, when being also considered as the enforceable scope of the present invention.
Claims (8)
1. the orthogonal laminated wood Coupled Shear Wall of prestressing force that one kind can wave Self-resetting, it is characterised in that: the shear wall includes
Orthogonal laminated wood wall limb (1), orthogonal laminated wood coupling beam (2), reinforced concrete foundation (3), deformed bar (4) and connector
(5)；
The orthogonal laminated wood wall limb (1) and reinforced concrete foundation (3) are described by no-cohesive prestressed reinforcement (4) drawknot
Orthogonal laminated wood wall limb (1) corner positions setting armored concrete cushion block (301) with reinforced concrete foundation (3) is whole pours, it is described
Rubber pad (302) are placed between armored concrete cushion block (301) and orthogonal laminated wood wall limb (1) contact surface；
Pass through connector (5) company of fitting closely between the orthogonal laminated wood wall limb (1) and the orthogonal laminated wood coupling beam (2)
Connect, the connector (5) includes bolt (501), inside fill out steel plate (502), encased steel plate one (503), encased steel plate two (504) and
Steel ribs (505) are inside filled out steel plate (502) and are fixed on the orthogonal laminated wood wall limb (1) with bolt (501) one end, the other end
Be installed on the end of the orthogonal laminated wood coupling beam (2) with bolt (501), the orthogonal laminated wood wall limb (1) and it is described just
Hand over the corner of laminated wood coupling beam (2) intersection that encased steel plate one (503), the encased steel plate one (503) are housed with bolt (501)
Steel ribs (505) are equipped with to support, the orthogonal laminated wood wall limb (1) is with the orthogonal laminated wood coupling beam (2) in top layer
The junction at top is equipped with encased steel plate two (504) using bolt (501).
2. one kind as described in claim 1 can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, feature exists
In: slot one (101) is offered on the orthogonal laminated wood wall limb (1), the end of the orthogonal laminated wood coupling beam (2) is provided with and slot
The corresponding slot two (201) in one (101), the interior both ends for filling out steel plate (502) are respectively placed in slot one (101) and slot two (201)
It is locked with bolt (501).
3. one kind as described in claim 1 can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, feature exists
In: reserving hole channel (102) are set in the orthogonal laminated wood wall limb (1), deformed bar (4) is worn from reserving hole channel (102)
It crosses, upper anchorage is at the top of the orthogonal laminated wood wall limb (1), and lower anchor is in the fluting of reinforced concrete foundation (3) bottom
(303) in, deformed bar (4) and the orthogonal laminated wood wall limb (1) and reinforced concrete foundation (3) soap-free emulsion polymeization.
4. one kind as described in claim 1 can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, feature exists
In: the connector (5) is metal connecting piece.
5. one kind as described in claim 1 can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, feature exists
In: the corner positions insertion of the orthogonal laminated wood wall limb (1) is mixed with the reinforcing bar of orthogonal laminated wood wall limb (1) same thickness
Solidifying soil cushion block (301), armored concrete cushion block (301) length be orthogonal laminated wood wall limb (1) length 0.1~
0.2 times, the armored concrete cushion block (301) and reinforced concrete foundation (3) one-piece casting, the armored concrete cushion block
(301) rubber pad (302) are placed between the orthogonal laminated wood wall limb (1).
6. one kind as described in claim 1 can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, feature exists
In: the rubber pad (302) is built-in steel plate rubber or pure rubber pad, and rubber hardness is 55~65.
7. one kind as described in claim 1 can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, feature exists
In: steel plate (502) is filled out in the position that the orthogonal laminated wood wall limb (1) is intersected with the orthogonal laminated wood coupling beam (2) in described
Part narrows.
8. one kind as described in claim 1 can wave the orthogonal laminated wood Coupled Shear Wall of prestressing force of Self-resetting, feature exists
In: the corner of the orthogonal laminated wood coupling beam (2) and orthogonal laminated wood wall limb (1) connecting portion is arranged with steel ribs (505)
Encased steel plate one (503) and encased steel plate two (504), the encased steel plate one (503) and encased steel plate two (504) use Q235
The mild steel of grade makes, and thickness is not more than 10mm, and encased steel plate one (503) and encased steel plate two (504), which use, is parallel to interior fill out
The bolt (501) of steel plate (502) is fixed on orthogonal laminated wood coupling beam (2) surface as connector (5), and using perpendicular to
The bolt (501) for inside filling out steel plate (502) is fixed on orthogonal laminated wood wall limb (1) surface as connector (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810136231.3A CN108374505B (en) | 2018-02-09 | 2018-02-09 | A kind of orthogonal laminated wood Coupled Shear Wall of prestressing force waving Self-resetting |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810136231.3A CN108374505B (en) | 2018-02-09 | 2018-02-09 | A kind of orthogonal laminated wood Coupled Shear Wall of prestressing force waving Self-resetting |
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| Publication Number | Publication Date |
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| CN108374505A CN108374505A (en) | 2018-08-07 |
| CN108374505B true CN108374505B (en) | 2019-11-22 |
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| CN110029769A (en) * | 2019-04-24 | 2019-07-19 | 东南大学 | A kind of steel frame-CLB filling wall of Self-resetting and preparation method thereof |
| US20220396963A1 (en) * | 2019-11-05 | 2022-12-15 | Po Ntificia Universidad Católica De Chile | Hybrid Shear-Wall System for the Construction of Solid-Wood Buildings in Seismic Zones |
| CN111119367A (en) * | 2019-12-24 | 2020-05-08 | 常州工学院 | Orthogonal laminated wood shear wall assembly type connecting structure |
| CN113944357B (en) * | 2021-10-10 | 2023-03-21 | 北京工业大学 | ECC-aluminium bone sways wall with friction power consumption and from reset function |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP3060166B2 (en) * | 1997-08-06 | 2000-07-10 | 陽典 世良 | Joint structure and joining method of pillar and horizontal member of wooden building |
| JPH11172877A (en) * | 1997-12-16 | 1999-06-29 | Sekisui House Ltd | Handrail structure and handrail-frame hanger of wooden balcony |
| JP5995466B2 (en) * | 2012-03-12 | 2016-09-21 | 住友林業株式会社 | Wooden building structure |
| CN203626080U (en) * | 2013-12-24 | 2014-06-04 | 海南大学 | Self-resetting shear wall with replaceable coupling beam |
| CN107190879A (en) * | 2017-04-20 | 2017-09-22 | 同济大学 | A kind of orthogonal laminated wood shear wall of the replaceable foundation of band |
| CN107386464A (en) * | 2017-09-15 | 2017-11-24 | 广东工业大学 | A kind of wooden frame steel column node strengthens attachment structure |
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