CN106401018A - Assembled self-reset swing steel plate wall structure system - Google Patents
Assembled self-reset swing steel plate wall structure system Download PDFInfo
- Publication number
- CN106401018A CN106401018A CN201610984429.8A CN201610984429A CN106401018A CN 106401018 A CN106401018 A CN 106401018A CN 201610984429 A CN201610984429 A CN 201610984429A CN 106401018 A CN106401018 A CN 106401018A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- steel
- plate wall
- column
- self
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- 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
-
- 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
- E04H9/024—Structures with steel columns and beams
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an assembled self-reset swing steel plate wall structure system which comprises a structure column and structure beams. A main structure is composed of the structure column and the structure beams. The main structure is connected with a steel plate wall through energy consumption elements. A self-reset inhaul cable is arranged along a frame steel column of the steel plate wall, the upper end of the self-reset inhaul cable is tensioned on the top of the steel column of the steel plate wall, and the lower end of the self-reset inhaul cable is poured in a cast-in-place foundation. The steel plate wall is mainly composed of a steel plate and a frame beam and the frame column of the steel plate, and the steel plate wall is connected with the cast-in-place foundation through a swing joint. According to the assembled self-reset swing steel plate wall structure system, when an earthquake happens, energy is dissipated through the energy consumption elements under the relative deformation between the swing steel plate wall and the main structure; after the earthquake, the structure recovers to the initial state through the self-reset inhaul cable, and the use function can be maintained; the basic elements of the system are the steel plate and thin and long steel components, spliced portions are connected through bolts, factory production and field assembling can be achieved, and the field construction duration is shortened; and the structure system has the beneficial effects that the earthquake resisting capability is high, the construction quality is high, and the construction period is short.
Description
Technical field
The invention belongs to civil engineering Aseismic Structure System field is and in particular to a kind of assembled self-resetting swinging steel
Slab-wall structure system.
Background technology
Earthquake is a kind of extremely strong Sudden Natural Disasters of destructiveness, and human society is constituted a serious threat.In building work
Journey field, in order to tackle earthquake disaster, various technology emerge in an endless stream, and such as using the energy-dissipating and shock-absorbing technology of damper, adopt shock insulation
The seismic isolation technology of bearing, using bump leveller tuned mass damping etc..In recent years, structure of " function being recovered " be increasingly becoming academic and
One of focus of engineering concern, " runback bit architecture " and " swinging structure " there has been certain research and practice among these.
General swinging structure and runback bit architecture refer to constrain between constraint or component between loosening configuration and basis, make structure
Only compression capability and no tension ability at contact surface and between basis or component, then structure wave under geological process, logical
Cross deadweight or prestressing force makes structure reset.This is that the structure designing and having recovery function provides a kind of new approaches, based on this
Thinking people's priority develop some wave and Self-resetting structural system：The ball of Self-resetting can enter formula winged and wave shock insulation pier stud
(CN 104278620 A), Self-reset girder-grid friction wall structural system (CN 203583708 U), with replaceable coupling beam
Self-resetting shear wall (CN 203626080 U), reinforced concrete sway wall, wave wall assembly and preparation method thereof (CN
101851965 B), a kind of reinforced concrete sway wall assembly (CN 104631616 A) of telescopic connection, one kind can recover
Composite plate shear wall (CN 203640084 U) of function etc..Mostly these systems are to wave wall using what concrete material designed
And component, and how cannot realize precast assembly function.
In recent years, under national promotion, building industrialization becomes one of important trend of industry development, all kinds of assembleds
Structural system make rapid progress, such as a kind of full precast frame steel support structure (CN 203334474 U), a kind of combination of assembled
Steel plate shear force wall (CN 204983239 U), mountable double-deck steel plate concrete filled compound shear wall structural system (CN
204983269 U) etc., but these do not possess the power consumption function of Self-resetting.With the propulsion of industrialization research, also someone will be from
Reset concept is introduced in precast shear wall, such as prefabricated assembled Self-resetting shear wall structure (CN 204876196 U), this invention
Mainly by means of the deformation between upper and lower body of wall, define power consumption and runback bit function using spring and damper, but do not have
So that body of wall is fully swung, do not form the damping form waving wall.
Steel plate shear force wall has good lateral resisting ability, and the research work with regard to it never stops always, and in reality
There is more application in the engineering of border.Because main material is steel, this kind of component has higher industrialization potential.Therefore, originally
Invention be intended to design a kind of assembled self-resetting swinging steel plate wall structural system, by building industrialization, swinging structure, Self-resetting and
The theory of energy-dissipating and shock-absorbing combines together.
Content of the invention
It is an object of the invention to the problem overcoming prior art to exist, provide a kind of assembled self-resetting swinging steel plate wall
Structural system.
For realizing above-mentioned technical purpose, reach above-mentioned technique effect, the present invention is achieved through the following technical solutions：
A kind of assembled self-resetting swinging steel plate wall structural system, including structural column and structural beams, described structural column and described knot
Structure beam constitutes main structure, and described main structure is connected by dissipative cell with steel plate wall frame, and Self-resetting drag-line is along described steel plate
The steel column setting of wall, in the steel column top tensioning of described steel plate wall, lower end pours in cast-in-place basis, and described steel plate wall leads to for upper end
Cross and wave node and be connected with described cast-in-place basis.
Further, described steel plate wall is by steel column, girder steel, ribbed steel, horizontal steel plate node, vertical Welded Plate joint, beam
Column border node, post Column border node, fixing bolt composition, described steel column, described girder steel be H type section or i shaped cross section or
Other steel beam column cross section types being suitable for；The needs that steel column assembles according to component, each layer half or one section of two-layer half；Girder steel two ends
It is connected by end plate flanges with steel column in root；Ribbed steel is a piece of or two panels, by horizontal steel plate node and girder steel bottom wing
Edge connects, and is connected with the edge of a wing inside steel column by vertical Welded Plate joint；When two panels ribbed steel is assembled, solid using fixing bolt
Fixed, precast slab or other filler can be filled when needing between two panels steel plate；Described plain plate node, described vertical steel
Plate node, described bean column node and described post Column border node are bolt connection form, therefore steel plate wall can realize plant produced,
On-site consolidation.
Further, described wave node by top diagonal brace, bottom diagonal brace, top put more energy into short beam, bottom put more energy into short beam and
Steel crab-bolt forms；Described top diagonal brace lower end and described top short beam of putting more energy into is welded to connect, and top diagonal brace upper end is by end plate
Flange is connected with described steel plate wall bottom；Described bottom diagonal brace upper end and described bottom short beam of putting more energy into is welded to connect, lower end bury to
Described cast-in-place basis；The put more energy into lower surface of short beam of top is positioned over bottom and puts more energy into the upper surface of short beam, both longitudinal both ends
It is processed into arc；Described steel crab-bolt top half is put more energy into by nut and described top, and short beam is affixed, and institute is inserted in the latter half
State bottom put more energy into short beam sleeve in, and have certain interval with sleeve so that two short beams can relatively rotate, steel crab-bolt with
When provide certain shear resistance；Wave the connected mode that node can also possess turning power using other, such as plate hinge.
Further, the form that described dissipative cell is bolted, one end is connected with main structure, the other end with described
The steel column of steel plate wall connects, and is connected or the power consumption type of attachment using viscoplasticity or friction using the power consumption of mild steel；Described from
Reset drag-line has self-resetting capability using the high strength steel strand of stretch-draw prestressing force or using marmem or other
Mfg. metal cord material.
Further, described Self-resetting drag-line is arranged in the two ends of described bracing members waved or middle part.
Preferably, for improving the ability of its precast assembly, can be by the way of multiple steel plate wall unit spliceds, can be in factory
Interior steel column, girder steel and ribbed steel are spliced into by a little steel plate wall unit by Type of Welding, also can use at the construction field (site)
Steel column, girder steel and ribbed steel are spliced into steel plate wall unit by bolt connection, then are bolted multiple steel plate wall units
It is spliced into an overall steel board wall.
Further, using ribbed steel as basic anti-side element, limit steel plate flexing, compare concrete walls, have
Certain anti-side rigidity, easy construction, flexible for installation
Beneficial effects of the present invention:
The present invention in earthquake by waving the relative deformation between steel plate wall and main structure, using dissipative cell dissipation energy；
After shake, structure returns to original state by Self-resetting drag-line, can keep using function；System splicing position is all using bolt
Connect, be capable of, in plant produced, on-site consolidation, shortening the live duration；This structural system has that shock resistance is strong, construction
Simply, the advantages of construction quality height, short time limit.
Brief description
Fig. 1 is the facade structures schematic diagram of the present invention；
Fig. 2 is the individual layer steel plate wall organigram of the present invention；
Fig. 3（a）It is the non-filler steel plate wall profile construction schematic diagram of the present invention；
Fig. 3（b）It is the profile construction schematic diagram of steel plate wall containing filler of the present invention；
Fig. 4 be the present invention wave joint structure schematic diagram；
Fig. 5 be the present invention wave node another kind organigram；
Fig. 6（a）It is that in the present invention, dissipative cell adopts construction during viscoplasticity to illustrate；
Fig. 6（b）It is that in the present invention, dissipative cell adopts construction during friction energy-dissipating to illustrate；
Fig. 7（a）It is that the present invention is used for outer when existing building is reinforced attached waving bracing members position floor map；
Fig. 7（b）It is that the present invention is used for embedded when existing building is reinforced waving bracing members position floor map；
Fig. 7（c）It is that the present invention is used for waving bracing members position elevational schematic view when existing building is reinforced；
Fig. 8 is another kind of precast assembly form of the present invention.
In figure label declaration：1st, structural column, 2, structural beams, 3, steel plate wall, 4, dissipative cell, 5, Self-resetting drag-line, 6, existing
Casting foundation, 7, wave node, 31, steel column, 32, girder steel, 33, ribbed steel, 34, horizontal steel plate node, erect 35, to steel plate section
Point, 36, bean column node, 37, post Column border node, 38, fixing bolt, 71, top diagonal brace, 72, bottom diagonal brace, 73, top put more energy into short
Beam, 74, bottom put more energy into short beam, 75, steel crab-bolt.
Specific embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, to describe the present invention in detail.
Shown in reference picture 1-6, a kind of assembled self-resetting swinging steel plate wall structural system, including structural column 1 and structural beams
2, described structural column 1 and described structural beams 2 constitute main structure, and described main structure is connected by dissipative cell 4 with steel plate wall 3, oneself
Reset drag-line 5 is arranged along the steel column 31 of described steel plate wall 3, and in the steel column 31 top tensioning of described steel plate wall 3, lower end is poured for upper end
Build in cast-in-place basic 6, described steel plate wall 3 is connected with described cast-in-place basic 6 by waving node 7；
Described steel plate wall 3 includes steel column 31, girder steel 32 and ribbed steel 33, described steel column 31, described girder steel 32 be H type section or
I shaped cross section, described steel column 31 and girder steel 32 are less than normal steel structure beam column as ribbed steel 33 frame, section.
Further, described steel plate wall 3 also includes horizontal steel plate node 34, vertical Welded Plate joint 35, bean column node 36, post
Column border node 37 and fixing bolt 38, described plain plate node 34, described vertical Welded Plate joint 35, described bean column node 36 and described
Post Column border node 37 is bolt connection form.
Further, the described node 7 that waves is put more energy into by put more energy into short beam 73, bottom of top diagonal brace 71, bottom diagonal brace 72, top
Short beam 74 and steel crab-bolt 75 form；Described top diagonal brace 71 lower end and described top short beam 73 of putting more energy into is welded to connect, top diagonal brace
71 upper ends are being connected with described steel plate wall 3 bottom by end plate flanges；Described bottom diagonal brace 72 upper end and described bottom are put more energy into short
Beam 74 is welded to connect, and lower end is buried to described cast-in-place basic 6；Described steel crab-bolt 75 top half is put more energy into described top by nut
Short beam 73 is affixed, the latter half insert described bottom put more energy into short beam 74 sleeve in；Wave node 7 and adopt node or plate hinge.
Further, the form that described dissipative cell 4 is bolted, one end is connected with main structure, the other end and institute
The steel column 31 stating steel plate wall 3 connects, and is connected or the power consumption type of attachment using viscoplasticity or friction using the power consumption of mild steel；Institute
State Self-resetting drag-line 5 and using the high strength steel strand of stretch-draw prestressing force or adopt marmem.
Further, described Self-resetting drag-line 5 is arranged in the two ends of described bracing members 39 waved or middle part.
The principle of the present invention：
Steel plate wall will be waved be combined with frame structure, and form framework and wave steel plate wall structural system, by steel plate wall bottom from affixed
Become hinged, the structural system basic cycle extends, steel plate wall bearing capacity demand reduces.Prefabricated ribbed steel is embedded in border steel
In beam, steel column, suppress steel plate flexing using its rib and prefabricated filling plate, define with greater stiffness steel plate shear force wall system,
Thus ensure that steel plate wall internal modification is less, Integral rocking.When coming earthquake, structure deforms, wave steel plate wall with
Relative displacement, dissipative cell dissipation seismic energy is produced, steel plate wall bottom is hinged due to being set to, and steel plate wall is simultaneously between main structure
Do not destroy；After the earthquake, due to the presence of Self-resetting drag-line, structure has the ability of the higher original position of recovery.
Meanwhile, most of splicing node is with bolts, makes swinging structure be provided with the characteristic of precast assembly.
The implementation steps of the present invention：
（1）According to design and construction requirement, steel column 31 in factory process steel plate wall 3, girder steel 32 and ribbed steel 33；Processing
Wave the top diagonal brace 71 in node 7, short beam 73 is put more energy on bottom diagonal brace 72, top and puts more energy into short beam 74 in bottom, its middle and upper part is oblique
Support 71 and top short beam 73 of putting more energy into are welded to connect, and bottom diagonal brace 72 and bottom short beam 74 of putting more energy into is welded to connect.
（2）In structure cast in situs cast-in-place basic 6, its middle and lower part diagonal brace 72 the latter half is cast in cast-in-place basic 6, and
The lower end of Self-resetting drag-line 5 and its anchorage also pour in cast-in-place basic 6.
（3）Utilize post Column border node 37 to splice steel column 31 at the scene, using bean column node 36, girder steel 32 be connected with steel column 31,
Gradually form the housing of steel plate wall 3；Subsequently, two panels ribbed steel 33 is linked together by fixing bolt 38, and utilize water
The housing of ribbed steel 33 and steel plate wall is coupled together by plain plate node 34, vertical Welded Plate joint 35；Steel plate wall 3 passes through bolt
Connect affixed with the upper support 71 waving node 7, steel crab-bolt 75 is fixed in top by nut and puts more energy into short beam 73.
（4）Lifting steel plate wall 3 and wave node 7, location and installation, steel crab-bolt 75 is inserted bottom and puts more energy into the sleeve of short beam 74
Interior, simple falsework is installed between main structure and bracing members 3.
（5）Subsequently Self-resetting drag-line 5 is passed through reserving hole to steel plate wall 3 top, and in this tensioning and anchor drag-line；Will
Dissipative cell 4 is bolted and is installed between steel plate wall 3 and main structure.
（6）After structure installation, remove the falsework between main structure and steel plate wall 3.
Above-described is only the preferred embodiment of the present invention it is noted that for a person skilled in the art,
On the premise of without departing from present configuration, some deformation can also be made and improve, such as be realized to both by the way of accompanying drawing 7
There is the seismic hardening of building, using realizing prefabrication and assembly construction by way of multiple steel plate wall unit spliceds by the way of accompanying drawing 8, these
Also protection scope of the present invention should be considered as, these are all without the effect affecting present invention enforcement and practical applicability.
Claims (5)
1. a kind of assembled self-resetting swinging steel plate wall structural system is it is characterised in that include structural column（1）And structural beams（2）,
Described structural column（1）With described structural beams（2）Constitute main structure, described main structure and steel plate wall（3）By dissipative cell（4）Even
Connect, Self-resetting drag-line (5) is along the steel column of described steel plate wall (3)（31）Setting, upper end is in the steel column of described steel plate wall (3)（31）
Top tensioning, lower end pours in cast-in-place basis (6), and described steel plate wall (3) is by waving node (7) and described cast-in-place basis
(6) connect；
Described steel plate wall (3) includes steel column (31), girder steel (32) and ribbed steel (33), described steel column (31), described girder steel
(32) it is H type section or i shaped cross section, as ribbed steel (33) frame, section is less than for described steel column (31) and girder steel (32)
Normal steel structure beam column.
2. assembled self-resetting swinging steel plate wall structural system according to claim 1 is it is characterised in that described steel plate wall
(3) horizontal steel plate node (34), vertical Welded Plate joint (35), bean column node (36), post Column border node (37) and fixing spiral shell are also included
Bolt (38), described plain plate node (34), described vertical Welded Plate joint (35), described bean column node (36) and described post Column border node
(37) it is bolt connection form.
3. assembled self-resetting swinging steel plate wall structural system according to claim 1 is it is characterised in that described wave section
Point (7) is put more energy into short beam (74) and steel crab-bolt by put more energy into short beam (73), bottom of top diagonal brace (71), bottom diagonal brace (72), top
(75) form；Described top diagonal brace (71) lower end and described top short beam (73) of putting more energy into is welded to connect, top diagonal brace (71) upper end
It is being connected with described steel plate wall (3) bottom by end plate flanges；Put more energy into short beam in described bottom diagonal brace (72) upper end and described bottom
(74) it is welded to connect, lower end is buried to described cast-in-place basis (6)；Described steel crab-bolt (75) top half passes through nut and described top
Short beam (73) of putting more energy into is affixed, the latter half insert described bottom put more energy into short beam (74) sleeve in；Wave node (7) and adopt node
Or plate hinge.
4. assembled self-resetting swinging steel plate wall structural system according to claim 1 is it is characterised in that described power consumption is first
The form that part (4) is bolted, one end is connected with described main structure, the steel column (31) of the other end and described steel plate wall (3)
Connect, connected or the power consumption type of attachment using viscoplasticity or friction using the power consumption of mild steel；Described Self-resetting drag-line (5) is adopted
With the high strength steel strand of stretch-draw prestressing force or adopt marmem.
5. assembled self-resetting swinging steel plate wall structural system according to claim 1 is it is characterised in that described Self-resetting
Drag-line (5) is arranged in the described bracing members waving（39）Two ends or middle part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610984429.8A CN106401018B (en) | 2016-11-09 | 2016-11-09 | A kind of assembled self-resetting swinging steel plate wall structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610984429.8A CN106401018B (en) | 2016-11-09 | 2016-11-09 | A kind of assembled self-resetting swinging steel plate wall structural system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106401018A true CN106401018A (en) | 2017-02-15 |
| CN106401018B CN106401018B (en) | 2019-03-08 |
Family
ID=58015412
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610984429.8A Active CN106401018B (en) | 2016-11-09 | 2016-11-09 | A kind of assembled self-resetting swinging steel plate wall structural system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106401018B (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869567A (en) * | 2017-03-31 | 2017-06-20 | 重庆大学 | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System |
| CN107165270A (en) * | 2017-07-05 | 2017-09-15 | 西安建筑科技大学 | A kind of replaceable structural system of steel concrete combination frame |
| CN107574945A (en) * | 2017-10-09 | 2018-01-12 | 上海市建筑科学研究院 | Self-resetting swinging wall component based on shape memory alloy bar material |
| CN108661196A (en) * | 2018-06-14 | 2018-10-16 | 江苏省建筑科学研究院有限公司 | A kind of assembled self-resetting swinging steel-wood composite structure and method |
| CN108930346A (en) * | 2018-08-15 | 2018-12-04 | 山东大学 | A kind of self-resetting swinging wall and building containing buckling-restrained shape memory alloy bar material |
| CN109898691A (en) * | 2019-02-27 | 2019-06-18 | 苏州科技大学 | A kind of damping earthing type assembled steel reinforced concrete tuning quality damping wall |
| CN109898705A (en) * | 2019-02-27 | 2019-06-18 | 苏州科技大学 | A kind of damping earthing type assembling steel plate combination frequency modulation shock absorption wall |
| CN113863710A (en) * | 2021-10-18 | 2021-12-31 | 河北工程大学 | Energy-consuming swing substructure and method for reinforcing existing building |
| CN114658139A (en) * | 2022-03-10 | 2022-06-24 | 北京市建筑设计研究院有限公司 | Efficient damping swing wall with scissor type amplification device |
| CN114790787A (en) * | 2022-03-30 | 2022-07-26 | 同济大学 | Multi-swing interface self-reset wall high-rise structure system |
| CN115405023A (en) * | 2022-10-09 | 2022-11-29 | 兰州理工大学 | Assembly type self-resetting controllable hinge energy dissipation wall and assembly method thereof |
| CN117513579A (en) * | 2024-01-05 | 2024-02-06 | 中国二十二冶集团有限公司 | Self-resetting swinging structure with elbow type viscous damper |
| CN117569486A (en) * | 2024-01-15 | 2024-02-20 | 福州大学 | Self-resetting swing wall structure and performance design method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11324204A (en) * | 1998-05-18 | 1999-11-26 | Shimizu Corp | Structure of building |
| CN103088917A (en) * | 2013-02-05 | 2013-05-08 | 北京建筑工程学院 | Novel prefabricate prestressed steel frame structure system with post-earthquake self-reset function |
| CN204491828U (en) * | 2015-02-25 | 2015-07-22 | 海南大学 | Can restore funcitons frame structure system |
| CN204491830U (en) * | 2015-02-09 | 2015-07-22 | 海南大学 | Can restore funcitons frame-brace structure system |
| CN204715576U (en) * | 2015-03-30 | 2015-10-21 | 西安建筑科技大学 | A kind of antidetonation can repair Self-resetting framework-Mi rib metal wall structure |
| CN206267356U (en) * | 2016-11-09 | 2017-06-20 | 苏州科技大学 | A kind of assembled self-resetting swinging steel plate wall structural system |
-
2016
- 2016-11-09 CN CN201610984429.8A patent/CN106401018B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11324204A (en) * | 1998-05-18 | 1999-11-26 | Shimizu Corp | Structure of building |
| CN103088917A (en) * | 2013-02-05 | 2013-05-08 | 北京建筑工程学院 | Novel prefabricate prestressed steel frame structure system with post-earthquake self-reset function |
| CN204491830U (en) * | 2015-02-09 | 2015-07-22 | 海南大学 | Can restore funcitons frame-brace structure system |
| CN204491828U (en) * | 2015-02-25 | 2015-07-22 | 海南大学 | Can restore funcitons frame structure system |
| CN204715576U (en) * | 2015-03-30 | 2015-10-21 | 西安建筑科技大学 | A kind of antidetonation can repair Self-resetting framework-Mi rib metal wall structure |
| CN206267356U (en) * | 2016-11-09 | 2017-06-20 | 苏州科技大学 | A kind of assembled self-resetting swinging steel plate wall structural system |
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869567A (en) * | 2017-03-31 | 2017-06-20 | 重庆大学 | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System |
| CN107165270A (en) * | 2017-07-05 | 2017-09-15 | 西安建筑科技大学 | A kind of replaceable structural system of steel concrete combination frame |
| CN107574945B (en) * | 2017-10-09 | 2019-04-16 | 上海市建筑科学研究院 | Self-resetting swinging wall component based on shape memory alloy bar material |
| CN107574945A (en) * | 2017-10-09 | 2018-01-12 | 上海市建筑科学研究院 | Self-resetting swinging wall component based on shape memory alloy bar material |
| CN108661196B (en) * | 2018-06-14 | 2024-01-30 | 江苏省建筑科学研究院有限公司 | Assembled self-resetting swing steel-wood combined structure and method |
| CN108661196A (en) * | 2018-06-14 | 2018-10-16 | 江苏省建筑科学研究院有限公司 | A kind of assembled self-resetting swinging steel-wood composite structure and method |
| CN108930346B (en) * | 2018-08-15 | 2021-02-23 | 山东大学 | Self-resetting swinging wall containing buckling restrained shape memory alloy bars and building |
| CN108930346A (en) * | 2018-08-15 | 2018-12-04 | 山东大学 | A kind of self-resetting swinging wall and building containing buckling-restrained shape memory alloy bar material |
| CN109898691B (en) * | 2019-02-27 | 2024-04-12 | 苏州科技大学 | Damping grounding type fabricated reinforced concrete tuned mass damping wall |
| CN109898691A (en) * | 2019-02-27 | 2019-06-18 | 苏州科技大学 | A kind of damping earthing type assembled steel reinforced concrete tuning quality damping wall |
| CN109898705A (en) * | 2019-02-27 | 2019-06-18 | 苏州科技大学 | A kind of damping earthing type assembling steel plate combination frequency modulation shock absorption wall |
| CN109898705B (en) * | 2019-02-27 | 2024-04-16 | 苏州科技大学 | Damping grounding type assembled steel plate combined frequency modulation damping wall |
| CN113863710A (en) * | 2021-10-18 | 2021-12-31 | 河北工程大学 | Energy-consuming swing substructure and method for reinforcing existing building |
| CN113863710B (en) * | 2021-10-18 | 2022-07-29 | 河北工程大学 | Energy-consuming swing substructure and method for reinforcing existing building |
| CN114658139A (en) * | 2022-03-10 | 2022-06-24 | 北京市建筑设计研究院有限公司 | Efficient damping swing wall with scissor type amplification device |
| CN114790787A (en) * | 2022-03-30 | 2022-07-26 | 同济大学 | Multi-swing interface self-reset wall high-rise structure system |
| CN114790787B (en) * | 2022-03-30 | 2023-07-04 | 同济大学 | Multi-swing interface self-resetting wall high-rise structure system |
| CN115405023A (en) * | 2022-10-09 | 2022-11-29 | 兰州理工大学 | Assembly type self-resetting controllable hinge energy dissipation wall and assembly method thereof |
| CN115405023B (en) * | 2022-10-09 | 2024-02-13 | 兰州理工大学 | Assembled self-resetting controllable hinge energy consumption wall and assembling method thereof |
| CN117513579B (en) * | 2024-01-05 | 2024-03-26 | 中国二十二冶集团有限公司 | Self-resetting swinging structure with elbow type viscous damper |
| CN117513579A (en) * | 2024-01-05 | 2024-02-06 | 中国二十二冶集团有限公司 | Self-resetting swinging structure with elbow type viscous damper |
| CN117569486A (en) * | 2024-01-15 | 2024-02-20 | 福州大学 | Self-resetting swing wall structure and performance design method thereof |
| CN117569486B (en) * | 2024-01-15 | 2024-03-22 | 福州大学 | Self-resetting swing wall structure and performance design method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106401018B (en) | 2019-03-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106401018A (en) | Assembled self-reset swing steel plate wall structure system | |
| CN106382041B (en) | A kind of assembled waves Self-resetting steel support structure system | |
| CN205875395U (en) | Prestressing force is from restoring to throne assembled concrete frame beam column node | |
| CN206189976U (en) | Assembled waves from restoring to throne steel supporting structural system | |
| CN206267356U (en) | A kind of assembled self-resetting swinging steel plate wall structural system | |
| CN106087702B (en) | It is a kind of based on waving Self-resetting dual deck bridge framed bent pier with perps power consumption angle steel | |
| CN108103927A (en) | The recoverable full precast assembly double-layer frame Bridge Pier Structure System of function after shake | |
| CN207919751U (en) | Assembled self-recovery steel pipe concrete combined node and structure system | |
| CN105155685B (en) | A kind of assembled beam-column node and its construction method | |
| CN108374431B (en) | Novel semi-fabricated anti-seismic energy dissipation retaining wall and construction method thereof | |
| CN107237402A (en) | A kind of low damage Self-resetting assembly concrete two-way frame bean column node | |
| CN107246085A (en) | Built-in soap-free emulsion polymeization steel plate concealed bracings prestressing force automatic reset concrete shear wall | |
| CN207538322U (en) | A kind of prefabricated PC concrete frame frame system | |
| CN108560705A (en) | The connecting node and construction method of assembled integral energy consumption frame | |
| CN109235639A (en) | Prestressing without bondn assembling type node and construction method with energy-consuming device | |
| CN106368348A (en) | Overlapped combined shear wall with double-phase stress characteristic | |
| CN208267234U (en) | A kind of prefabricated PC concrete large-span frame system | |
| CN114622481A (en) | Double-column type self-resetting pier structure with buckling-restrained brace and construction method thereof | |
| CN215253455U (en) | Assembled multidirectional swing self-resetting barrel structure system | |
| CN108661196B (en) | Assembled self-resetting swing steel-wood combined structure and method | |
| JP2005139770A (en) | Vibration control reinforcing frame for existing building and vibration control building using it | |
| CN211816909U (en) | Assembled swing column system with external connecting piece | |
| CN207003640U (en) | A kind of frame and panel construction system | |
| JP3690437B2 (en) | Seismic reinforcement structure for existing buildings | |
| CN208329247U (en) | A kind of assembled self-resetting swinging steel-wood composite structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |