CN108951910A - It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall - Google Patents
It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall Download PDFInfo
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- CN108951910A CN108951910A CN201810895901.XA CN201810895901A CN108951910A CN 108951910 A CN108951910 A CN 108951910A CN 201810895901 A CN201810895901 A CN 201810895901A CN 108951910 A CN108951910 A CN 108951910A
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- wall
- steel
- energy consumption
- consumption part
- waving
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- 238000005265 energy consumption Methods 0.000 title claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 70
- 239000010959 steel Substances 0.000 claims abstract description 70
- 238000009434 installation Methods 0.000 claims abstract description 12
- 238000006073 displacement reaction Methods 0.000 claims abstract description 11
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 11
- 238000003466 welding Methods 0.000 claims abstract description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 50
- 229910052742 iron Inorganic materials 0.000 claims description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000004873 anchoring Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 230000002708 enhancing effect Effects 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 230000002411 adverse Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 230000018109 developmental process Effects 0.000 description 4
- 230000007246 mechanism Effects 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000002775 capsule Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 230000003313 weakening effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000033772 system development Effects 0.000 description 1
Classifications
-
- 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)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The connecting structure of wall is waved with T-type energy consumption part and wave wall, mainly include T-steel energy consumption part and wall connecting piece the invention discloses a kind of；The T-steel energy consumption part includes T-steel and limit plate, and the upper and lower part of T-steel web, the limit plate limitation limitation vertical displacement, the displacement in relaxation level direction is arranged in the limit plate；The wall connecting piece is for the upper lower flange of T-steel and limit plate to be connected with wall is waved.T-steel energy consumption part, the energy consumption part form is simple, and easy for installation, energy dissipation capacity is strong, time saving and energy saving, and the energy consumption part is zero welding, can reduce the adverse effect that welding generates energy consumption part.The design of backing plate and limit plate can preferably solve the error of energy consumption part and wall connecting and the highly energy-consuming of wall；The invention is easy to connect, and energy dissipation capacity is strong, and component is reusable, economical and practical.
Description
Technical field
The invention belongs to building structure technology fields, and in particular to it is a kind of with T-type energy consumption part wave wall connecting structure,
And wall is waved including the connecting structure.
Background technique
In recent years, anti-seismic structure design from it is anti-collapse to can repair capsule transformation, and finally develop for recoverable function it is anti-
Shake structure.Restoring functional structure includes swinging structure, runback bit architecture and replaceable element structure etc..Waving wall is one kind around it
The wall that bottom rotates belongs to one kind of swinging structure.Frame waves that wall will wave wall and frame is attached, Ke Yiti
The lateral rigidity of high frame, and prevent local yielding failure mechanism, so that the relative storey displacement of structure is reached unanimity.Wave wall
Damper is arranged between limb can be improved the anti-seismic performance of structure.Research due to waving wall is in the initial development stage, applicable
Consume energy part and its limited with the research of the connecting structure of wall, limits the development that wall system is waved in energy consumption.
Summary of the invention
In order to solve the technical problems existing in the prior art, the invention discloses one kind to wave with T-steel energy consumption part
The connecting structure of wall.
The technical solution adopted by the invention is as follows:
The present invention provides a kind of connecting structure that wall is waved with T-type energy consumption part, mainly include T-steel energy consumption part and wall
Body connector；The T-steel energy consumption part includes T-steel and limit plate, and the top of T-steel web is arranged in the limit plate
And lower part, the limit plate limit vertical displacement, the displacement in relaxation level direction；The wall connecting piece is used for T-type
The upper lower flange of steel and limit plate are connected with wall is waved.
It further, further include backing plate, the backing plate reserves enough skies for being mounted between limit plate and wall
Between, avoid T-steel web and wall from generating collision at work；It is equipped with bolt hole on the backing plate, is used for connection.
Further, the limit plate and T-steel web contact jaw are equipped with the gradient, reduce limit plate and T-steel web
Between frictional force, while preventing from colliding during the work time with T-steel web.
Further, T-steel is an integral molding structure.
Further, the T-steel web thickness can use 6-16mm, and the too thin lateral force that will lead to offer is too small, too
Thickness will lead to ductility and become smaller, and energy dissipation capacity weakens；To make web plate section while reaching surrender, section weakening is carried out to web；It examines
The working principle for considering T fashioned iron energy consumption part preferably uses straight line crippled mode, further increases the energy dissipation capacity of energy consumption part.
The present invention also provides a kind of wall that waves including the connecting structure, including at least two wave wall, described
Wave the wall connecting piece be set on wall, wall connecting piece and the T-steel part that consumes energy are connected.
When it is described to wave wall be abutment wall wall when, the wall connecting piece is positioned only at wall side comprising even
Perhaps perhaps reinforcement welding length of peg or reinforcing bar on connection fashioned iron need to expire reinforcing bar composition peg for direct type steel and peg
Foot anchoring requires, and is embedded in wall；Connection fashioned iron is connected by bolt with T-steel energy consumption part；
When it is described to wave wall be non-abutment wall wall when, the two sides of wall are arranged in wall connecting piece comprising two points
Not Wei Yu wall two sides connection fashioned iron and elongated reinforcing bar, steel plate or fashioned iron composition, the reinforcing bar steel plate or fashioned iron both ends
It is respectively welded on two connection fashioned iron.
When the wall is abutment wall wall or non-abutment wall wall, connector is interior pre-buried internal thread sleeve, is passed through
Bolt is simple and convenient by T-steel energy consumption part and the internal thread sleeve connection, such connection type.
Further, it is described wave wall be combined wall board or concrete wall, wave be provided on wall longitudinal slotted hole and
Circular hole is connect by bolt with Vierendeel girder；It is that combined wall board built-in fitting part need to be cast-in-place when waving wall.
Further, the pre-buried internal thread sleeve in wall top end, lifting and installation for wall are waved；Two limbs are waved and are set among wall
Set T fashioned iron energy consumption part, the energy dissipation capacity of enhancing structure.
Beneficial effects of the present invention are as follows:
1. wave wall, connector and the T-steel energy consumption part in the present invention are entirely prefabrication, in-site installation facilitates province
When；Guarantee that wall and connector do not destroy after larger external force, T-steel energy consumption part can be replaced.
2.T fashioned iron energy consumption part, the energy consumption part form is simple, and easy for installation, energy dissipation capacity is strong, time saving and energy saving, and the consumption
Energy part is zero welding, can reduce the adverse effect that welding generates energy consumption part.
3. the design of backing plate and limit plate can preferably solve the error of energy consumption part and wall connecting and the high consumption of wall
It can property；The invention is easy to connect, and energy dissipation capacity is strong, and component is reusable, economical and practical.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows
Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 waves wall schematic diagram with T-steel energy consumption part to be a kind of；
Fig. 2 is the schematic diagram of T-steel energy consumption part；
Fig. 3 (a), Fig. 3 (b) are the schematic diagram of T-steel；
Fig. 4 (a), Fig. 4 (b) are the schematic diagram of backing plate；
Fig. 5 (a), Fig. 5 (b) are the schematic diagram of limit plate；
Fig. 6 connects implementation one with T-steel energy consumption part for wall；
Fig. 7 connects implementation two with T-steel energy consumption part for wall；
Fig. 8 is the erection sequence of T-steel energy consumption part；
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another
It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular
Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet
Include " when, indicate existing characteristics, step, operation, device, component and/or their combination；
In order to facilitate narration, if there is "upper", "lower", " left side " " right side " printed words in the present invention, only expression and attached drawing itself
Upper and lower, left and right direction it is consistent, not to structure rise restriction effect, it is only for convenient for description the present invention and simplification retouch
It states, rather than the equipment of indication or suggestion meaning or element must have a particular orientation, and be constructed and operated in a specific orientation,
Therefore it is not considered as limiting the invention.
As background technique is introduced, in recent years, anti-seismic structure design from it is anti-collapse to can repair capsule transformation, and most
Development is recoverable function anti-seismic structure eventually.Restoring functional structure includes swinging structure, runback bit architecture and replaceable component knot
Structure etc..Waving wall is a kind of wall to rotate around its bottom, belongs to one kind of swinging structure.Frame, which waves wall, will wave wall
It is attached with frame, the lateral rigidity of frame can be improved, and prevent local yielding failure mechanism, make the layer of structure
Between be displaced and reach unanimity.Waving setting damper between wall limb can be improved the anti-seismic performance of structure.At research due to waving wall
In the initial development stage, applicable energy consumption part and its limited with the connecting structure research of wall limits energy consumption and waves wall system
Development, in order to solve technical problem as above, the connecting structure and wave wall that present applicant proposes a kind of for waving wall.
It is as shown in Figs 1-4, a kind of to wave wall with T-steel energy consumption part in a kind of typical embodiment of the application,
It mainly include wall 1, T-steel energy consumption 2, wall connecting piece 3.The form to wave wall easy for assemble or unload, wall is reused,
A kind of energy dissipation capacity with Novel T-shaped steel energy consumption part enhancing structure being easily changed.
As shown in Figure 1, the wall 1 for waving wall can choose normal concrete wall；Also light weight, heat preservation be can choose
The combined wall board of better performances, wall 1 can provide lateral rigidity, so that the relative storey displacement of structure tends to uniformly, layer be avoided to surrender
Mechanism；It is wherein provided with vertical slotted hole 11 on wall 1 and is used to connect with beam with circular hole 12, vertical slotted hole 11 and circular hole 12 are in frame
It sets a roof beam in place and corresponds to the position at wall horizontal line center at center line absolute altitude, realize that wall beam is hinged, guarantee wall swing function, it is vertical long
Circular hole 11 guarantees to loosen vertical displacement in wall rocking process；The 1 pre-buried internal thread sleeve 13 in top of wall, for lifting and installing；
The position that wall 1 installs built-in fitting is provided with groove 14, prevents the collision of T-steel energy consumption part and wall in rocking process.
As shown in Fig. 2, this waves wall with a kind of new steel plate bending energy-wasting part -- T-steel energy consumption part 2, T-steel energy consumption
Part 2 is mainly cut by corresponding fashioned iron, can avoid mentioning at mainly energy consumption position because welding the adverse effect for consuming energy to steel plate bending
Highly energy-consuming ability；To make web plate section while reaching surrender, section weakening is carried out to web, considers the work of T-steel energy consumption part
Principle preferably uses straight line crippled mode, further increases the energy dissipation capacity of energy consumption part；T-steel consumes energy part 2 by T-steel 21, pad
Plate 22, limit plate 23 form；
As shown in Figure 2；The connection of the cantilever end and wall 1 of T-steel energy consumption part 2 passes through backing plate 22, limit plate 23 and wall
Body connector 3 connects, and this connection type is convenient and simple, may be allowed biggish error, is readily disassembled replacement.
Shown in Fig. 3 (a), Fig. 3 (b), 21 web thickness of T-steel can use 6-16mm, the too thin lateral force that will lead to offer
Too small, the too thick ductility that will lead to becomes smaller, and energy dissipation capacity weakens；To make web plate section while reaching surrender, section is carried out to web
Weaken, considers that the working principle of T-steel energy consumption part preferably uses straight line crippled mode, further increase the energy consumption energy of energy consumption part
Power；T-steel 21 is equipped with bolt hole 211, for connecting with connecting plate 3.
It is the schematic diagram of backing plate 22 shown in Fig. 4 (a), Fig. 4 (b), backing plate 22 is used to reserve between limit plate and wall
Enough spaces avoid T-steel web and wall from generating collision at work, and backing plate is equipped with bolt hole 321, make for connection
With.
Fig. 5 (a) Fig. 5 (b) is the schematic diagram of limit plate 23, and limit plate 23 is for limiting vertical displacement, relaxation level side
To displacement.The gradient 232 is arranged in limit plate end, reduces the frictional force between limit plate and T-steel web；Limit plate is provided with length
Circular hole 231 facilitates installation, installation question caused by avoiding because of mismachining tolerance.
Fig. 6 is the schematic diagram of the wall connecting piece 3 for the implementation one that wall 1 and T steel energy consumption part 2 connect, Yi Zhongwei
Abutment wall wall connecting piece 31 is mainly made of connection fashioned iron 33 and peg 311, and peg 311 is welded on connection fashioned iron 33, peg
Length need to meet anchoring require, be embedded in wall 2；One kind is non-abutment wall wall connecting piece 32, by two connection fashioned iron
35,36 and elongated reinforcing bar 321 (or steel plate or fashioned iron) composition, 321 both ends of reinforcing bar be respectively welded at connection fashioned iron 35 and connection
On fashioned iron 36, it is ensured that enough anchoring strengths avoid connector from extracting；It connects fashioned iron 33,35,36 and is equipped with bolt hole 34
It is connected with T-steel energy consumption part.
Fig. 7 is the implementation two that wall 1 and T steel energy consumption part 2 connect, the pre-buried internal thread sleeve of corresponding position in wall
41, the two is connected by bolt.
Fig. 8 is scheme of installation, and this installation method for waving wall with T-steel energy consumption part is as follows:
It 1, will be in the wall 2 of factory's built-in connection 4 lifting to design by internal thread sleeve 23 after installing frame beam column
In position；
2, the connection of wall beam is sequentially connected from the bottom up, first install 22 position screw rod of circular hole, tightened with nut, according to from
Under sequence up the bolt at longitudinal slotted hole 21 is installed, wall beam installs；
3, the installation of T-steel energy consumption part, attention sequence when installation, once mounting from top to bottom, as shown in figure 5, specifically
Erection sequence is as follows:
(1) first installation T-type plate a1 and limit c2 plate, T-type plate top flange bolt are tightened, lower flange (at limit plate c2) bolt
It does not tighten；
(2) backing plate b1 and limit plate c1 is installed, the cutting face contact T-type plate a1 web upper surface of limit plate c1 is made；
(3) T-type plate a2 and limit plate c3 and limit plate c4 is installed, the bolt of the top flange T-type plate a2 is tightened, and limit plate is made
The lower surface of 1 web of cutting face contact T-type plate of c3, the bolt of lower flange are not tightened；
(4) lower flange T-type plate a1 (at limit plate c2) bolt is tightened simultaneously in (3) step, makes cuing open for limit plate c2
The upper surface of section contact T-type plate a2 web；
(5) it is successively installed according to the step of (1)-(4).
4, the wall that waves with T-steel Wasted-energy steel plate installs.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field
For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair
Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.
Claims (10)
1. a kind of connecting structure for waving wall with T-type energy consumption part, which is characterized in that mainly include T-steel energy consumption part and wall
Connector；The described T-steel energy consumption part includes T-steel and limit plate, the limit plate be arranged in T-steel web top and
Lower part, the limit plate limitation limitation vertical displacement, the displacement in relaxation level direction；The wall connecting piece is used for T
The upper lower flange of fashioned iron and limit plate are connected with wall is waved.
2. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that further include pad
Plate, the backing plate are reserved in enough spaces for being mounted between limit plate and wall.
3. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that the limit
Position plate and T-steel web contact jaw are equipped with the gradient.
4. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that the T-type
Steel is an integral molding structure.
5. a kind of connecting structure for waving wall with T-type energy consumption part as described in claim 1, which is characterized in that the T-type
Steel web thickness can use 6-16mm.
6. a kind of wave wall including connecting structure described in claim 1-5, which is characterized in that wall is waved including at least two,
The wall connecting piece is set on wall in described waving, and wall connecting piece is connected with T-steel energy consumption part.
7. waving wall as claimed in claim 6, which is characterized in that when it is described to wave wall be abutment wall wall when, the wall
Body connector is positioned only at wall side comprising perhaps reinforcing bar constitutes peg or reinforcement welding exists for connection fashioned iron and peg
It connects on fashioned iron, the length of peg or reinforcing bar need to meet anchoring and require, and be embedded in wall；It connects fashioned iron and passes through bolt and T
Fashioned iron energy consumption part is connected.
8. waving wall as claimed in claim 6, which is characterized in that when it is described to wave wall be non-abutment wall wall when comprising
Two connection fashioned iron for being located at wall two sides and elongated reinforcing bar, steel plate or fashioned iron composition, the reinforcing bar steel plate or type
Steel both ends are respectively welded on two connection fashioned iron.
9. waving wall as claimed in claim 6, which is characterized in that the wall is abutment wall wall or non-abutment wall wall
When, connector is interior pre-buried internal thread sleeve, and T-steel is consumed energy part and the internal thread sleeve connection by bolt.
10. waving wall as claimed in claim 6, which is characterized in that the wall that waves is combined wall board or concrete wall,
It waves and is provided with longitudinal slotted hole and circular hole on wall, connect by bolt with Vierendeel girder；It is combined wall board built-in fitting portion when waving wall
Dividing need to be cast-in-place；Wave the pre-buried internal thread sleeve in wall top end, lifting and installation for wall；Two limbs, which wave, is arranged T-steel among wall
Consume energy part, the energy dissipation capacity of enhancing structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810895901.XA CN108951910B (en) | 2018-08-08 | 2018-08-08 | Connection structure and swing wall with T type energy dissipation piece swing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810895901.XA CN108951910B (en) | 2018-08-08 | 2018-08-08 | Connection structure and swing wall with T type energy dissipation piece swing wall |
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| Publication Number | Publication Date |
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| CN108951910A true CN108951910A (en) | 2018-12-07 |
| CN108951910B CN108951910B (en) | 2024-03-05 |
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| CN201810895901.XA Active CN108951910B (en) | 2018-08-08 | 2018-08-08 | Connection structure and swing wall with T type energy dissipation piece swing wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958197A (en) * | 2019-04-26 | 2019-07-02 | 福州大学 | Gravity type friction energy-dissipating Self-resetting bean column node and its repositioning method |
| CN112177417A (en) * | 2020-10-26 | 2021-01-05 | 长江师范学院 | Construction method of building damping wall |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0070532A1 (en) * | 1981-07-16 | 1983-01-26 | G + H MONTAGE GmbH | Sound insulating wall building system for industrial buildings and cassette section for the system |
| CN205153213U (en) * | 2015-11-26 | 2016-04-13 | 沈阳建筑大学 | Connecting piece that assembled precast concrete shear force wall and girder steel are connected |
| KR20160043945A (en) * | 2016-04-07 | 2016-04-22 | 단국대학교 산학협력단 | Multi-action Hybrid Damping Device for Mitigation of Building Vibration |
| CN105735526A (en) * | 2016-04-29 | 2016-07-06 | 中国地震局工程力学研究所 | Fabricated double-layer steel plate swinging wall with ductility energy consumption connecting pieces |
| CN206477499U (en) * | 2016-10-25 | 2017-09-08 | 华侨大学 | A kind of shockproof self-adaptation type composite coupling beams of bending resistance shearing resistance |
| CN107587625A (en) * | 2017-09-19 | 2018-01-16 | 北京建筑大学 | A kind of frcition damper |
| CN206916997U (en) * | 2017-07-06 | 2018-01-23 | 青岛理工大学 | Wall is waved in a kind of ductility power consumption |
| CN107829505A (en) * | 2017-12-15 | 2018-03-23 | 大连大学 | A kind of coupling beam structure and its design method strengthened using X-shaped steel plate |
| CN208650312U (en) * | 2018-08-08 | 2019-03-26 | 山东大学 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
-
2018
- 2018-08-08 CN CN201810895901.XA patent/CN108951910B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0070532A1 (en) * | 1981-07-16 | 1983-01-26 | G + H MONTAGE GmbH | Sound insulating wall building system for industrial buildings and cassette section for the system |
| CN205153213U (en) * | 2015-11-26 | 2016-04-13 | 沈阳建筑大学 | Connecting piece that assembled precast concrete shear force wall and girder steel are connected |
| KR20160043945A (en) * | 2016-04-07 | 2016-04-22 | 단국대학교 산학협력단 | Multi-action Hybrid Damping Device for Mitigation of Building Vibration |
| CN105735526A (en) * | 2016-04-29 | 2016-07-06 | 中国地震局工程力学研究所 | Fabricated double-layer steel plate swinging wall with ductility energy consumption connecting pieces |
| CN206477499U (en) * | 2016-10-25 | 2017-09-08 | 华侨大学 | A kind of shockproof self-adaptation type composite coupling beams of bending resistance shearing resistance |
| CN206916997U (en) * | 2017-07-06 | 2018-01-23 | 青岛理工大学 | Wall is waved in a kind of ductility power consumption |
| CN107587625A (en) * | 2017-09-19 | 2018-01-16 | 北京建筑大学 | A kind of frcition damper |
| CN107829505A (en) * | 2017-12-15 | 2018-03-23 | 大连大学 | A kind of coupling beam structure and its design method strengthened using X-shaped steel plate |
| CN208650312U (en) * | 2018-08-08 | 2019-03-26 | 山东大学 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958197A (en) * | 2019-04-26 | 2019-07-02 | 福州大学 | Gravity type friction energy-dissipating Self-resetting bean column node and its repositioning method |
| CN109958197B (en) * | 2019-04-26 | 2024-03-22 | 福州大学 | Self-heavy friction energy consumption self-resetting beam column node and resetting method thereof |
| CN112177417A (en) * | 2020-10-26 | 2021-01-05 | 长江师范学院 | Construction method of building damping wall |
| CN112177417B (en) * | 2020-10-26 | 2021-10-08 | 长江师范学院 | Construction method of building damping wall |
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| Publication number | Publication date |
|---|---|
| CN108951910B (en) | 2024-03-05 |
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