CN108589913B - A kind of earthquake exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system - Google Patents
A kind of earthquake exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system Download PDFInfo
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- CN108589913B CN108589913B CN201810432430.9A CN201810432430A CN108589913B CN 108589913 B CN108589913 B CN 108589913B CN 201810432430 A CN201810432430 A CN 201810432430A CN 108589913 B CN108589913 B CN 108589913B
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
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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
Abstract
Exempt from damage the present invention relates to a kind of earthquake and be layered prefabricated assembled self-resetting swinging steel frame structural system, comprising: supporting frame module: is respectively articulated with the layering quadrate steel pipe column of adjacent two through beams including more horizontally disposed through beams and both ends；At least one the double-core self-resetting swinging module being arranged in around supporting frame module: it includes that two rigidity hinged with basis wave nuclear structure and the vertically arranged Self-resetting energy-consuming device waved between nuclear structure in described two rigidity；Shear connector: its both ends is separately connected the through beam and rigidity waves nuclear structure.Compared with prior art, simple structure of the present invention, load-bearing is separated with anti-side function, the mechanism of action is clear, it is convenient for industrialized production and prefabricated construction, there is superior energy dissipation and Self-resetting performance, and without repairing or replacement after shaking, as a kind of high performance structures system, there is extensive application value in the higher area of seismic fortification intensity.
Description
Technical field
The invention belongs to construction engineering technical field, it is related to a kind of earthquake and exempts from damage being layered prefabricated assembled self-resetting swinging steel
Frame structure system.
Background technique
Steel construction has the advantages that high intensity, light-weight, ductility and good toughness, though have over one hundred year developing history, so far
It is that sustainable development requirement is best suitable in various widely applied structural materials that the present, which appoints, and in quite long historical progress from now on
Remain to the advantage for showing its energy-saving and environmental protection, green.Both the central and local governments in 2017 are successive about the policy for developing assembled architecture
It puts into effect, all parts of the country are respectively provided with assembled architecture related work target, put into effect related support policy.Newly-built assembled at home
It is mostly prefabricated assembled concrete structure type in building, and it is actually rare at present in China's prefabrication and assembly construction steel construction, but steel
Structure has protection environment, energy saving；Short construction period is constructed not by seasonal effect；Increase residence space usable floor area；Subtract
Few building waste, construction material are reusable；Anti-seismic performance well equal remarkable advantages, will certainly allow prefabricated assembled steel construction at
For the developing direction of future architecture.And it explicitly points out in " building industry modernization development outline ", is built to the year two thousand twenty assembled
Build 20% or more the ratio for accounting for new building；50% or more the ratio of new building is accounted for assembled architecture in 2025, it is seen that dress
Market development space with formula steel construction is huge.
The Mexico Ctiy earthquake occurred in 1985, is sent out the U.S.'s Loma Prieta earthquake occurred in 1989 for 1994
The Hyogo-ken Nanbu earthquake of raw U.S.'s Northbridge earthquake, the generation of nineteen ninety-five Japan, all gives a large amount of conventional junction
It has been configured to the damage of unrepairable, has caused thousands of casualties, economic loss is in terms of 10,000,000,000 dollars.Due to earthquake
The uncertainty and complexity of effect, structure are possible to by the geological process bigger than fortification intensity, cause structure seriously by
Damage.Such as the regional pervious fortification intensity in 2008 in Wenchuan is 7 degree, and Wenchuan earthquake epicentral intensity is up to 11 degree, personnel
For injures and deaths with missing more than 80,000 people, direct economic loss is more than 840,000,000,000 yuans.Even if structure is on the ground by fortification intensity
Do not collapse after shake, but has partial component because destroying the particularity of position and destroying seriousness makes it be difficult to reinforce and repair
It is multiple, it finally can only also rebuild, bring huge loss, while also inevitably affect the production of people, life.2009
January in year, America and Japan scholar was put forward for the first time in the earthquake engineering second stage Cooperative Research Program meeting of NEES/E-Defense America and Japan
" recoverable function city (resilient city) ", and it is counted as the future developing trend of earthquake engineering research.By reasonable
Design, develop and do not occur to destroy in earthquake or only occur that the structure of destruction can be repaired rapidly in certain particular elements, be
The important topic of sustainability earthquake-resistant structure.Recoverable function structure (earthquake-resilient structure) from
This becomes one of scholars and engineer's focus of attention.
Current existing self-resetting swinging steel frame structural system is mostly to fasten additional Self-resetting in traditional steel structure body to shake
The research put core to realize, and wave core about Self-resetting energy consumption at present mostly uses presstressed reinforcing steel realization to wave core runback
Position, but presstressed reinforcing steel needs live tensioning, and work progress is cumbersome.Presstressed reinforcing steel and the anchoring construction on basis are difficult, or even practical
It is difficult to realize in engineering.And the fastener of presstressed reinforcing steel can generate loosening for a long time, cause the stress relaxation of presstressed reinforcing steel, seriously
Influence structural behaviour.The deformability of presstressed reinforcing steel is limited, if moderate finite deformation, prestressing force occur for structure in seismic process
The strain of muscle be more than its yield strain, then shake after need to carry out presstressed reinforcing steel to replace and again anchor, tensioning, process it is cumbersome and
It is expensive.Currently, the energy consumption for waving core mainly passes through metal damper occurs plastic deformation realization under geological process.?
Some researches show that after one earthquake is generated compared with large plastometric set, energy dissipation capacity significantly reduces metal damper, not can guarantee
Safety of the structure under aftershock effect.Difficult, all replacements are dismantled since metal damper generates biggish plastic deformation, after shake
Expense it is also higher.And the existing steel frame structural system that waves is unable to satisfy industrialized production, the requirement of prefabricated construction.This
Invention is based on the above problem and proposes.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of earthquakes to exempt from damage layering
Prefabricated assembled self-resetting swinging steel frame structural system, can satisfy industrialized production, and the requirement of prefabricated construction has
Multiple seismic-proof, and in the case where designing geological process, each component of structural system keeps elasticity, without repairing or replacing after shake.
The purpose of the present invention can be achieved through the following technical solutions:
It is an object of the invention to propose that damage is exempted from a kind of earthquake to be layered prefabricated assembled self-resetting swinging steel-frame structure body
System, comprising:
Supporting frame module: adjacent two through beams are respectively articulated with including more horizontally disposed through beams and both ends
Layering quadrate steel pipe column；
At least one the double-core self-resetting swinging module being arranged in around supporting frame module: it includes two and basis
Hinged rigidity waves nuclear structure and the vertically arranged Self-resetting consumption waved between nuclear structure in described two rigidity
It can device；
Shear connector: its both ends is separately connected the through beam and rigidity waves nuclear structure.
Through beam in the present invention is preferably using perforation H profile steel beam etc..Total system is equipped with multiple seismic-proof,
Under small shake, middle shake and big shake effect, when the horizontal displacement of structural system is not above design displacement, the anti-side of structural system by from
Energy-consuming device is resetted to provide；When structure is by super large earthquake, when the horizontal displacement of structural system is more than design displacement, Self-resetting
Cup spring group in energy-consuming device, which is held out against, becomes rigid connector, and two rigidity wave nuclear structure and common group of the connector at this time
At two defence line of antidetonation of structural system, lateral resistant ability is provided for structural system.
Further, layering quadrate steel pipe column is articulated and connected in each floor gap and through beam.
Further, the composite joint that the Self-resetting energy-consuming device includes core screw rod, is set on core screw rod
Part, the locating part for being arranged in core screw rod both ends, and be set on core screw rod and be located at composite connector both ends with
Cup spring group between two locating parts, the composite connector include the first connector and the second connector, wherein the second connection
Part is set in outside in the middle part of core screw rod and can move along its axis, and the first connector is set on the outside of the second connector, and is made
Relative displacement can axially be generated along core screw rod by obtaining the first connector and the second connector.
Further, the cup spring group includes that interval is set on core screw rod and can move along its axis multiple
Inner ring is cased with the outer ring for resisting and squeezing its outer surface in two adjacent inner ring.In terms of material, inner ring is preferably adopted
With high-strength steel, the outer ring preferably uses marmem or high-strength steel, to meet the basic Self-resetting energy consumption of cup spring group,
And the demands such as rigid connection after holding out against.
Still more preferably, two inner ring of the top and bottom, which are respectively provided with, tilts from lower end and tilts from upper end
Annular outboard slope surface, the outer surface for being located in the middle inner ring tilted from its position of center line to upper and lower ends and formed up and down
Two annular outboard slope surfaces, heart position tilts the outer ring inner surface upper and lower ends thereto respectively, and is formed and the ring
The matched two annular inboard slope surfaces of the outer side slope of shape.
Further, the cup spring group is in pressured state always.
Further, the locating part is the nut of core screw rod upper and lower ends to be arranged in by screw thread, and pass through
Tightening nuts pre-tighten cup spring group.In addition, may not be used between nut and cup spring group, between cup spring group and composite connector
Only gasket.
Further, it is the side B that the side being oppositely arranged in nuclear structure is waved with two rigidity, and the other side is the side A, described
Short column for temporary support is stretched out or be embedded in the side B that rigidity waves nuclear structure, the side A be then articulately arranged on the basis of hinge
Connect pedestal.
Further, the rigidity waves that nuclear structure is in a rectangular trapezoid, and acute ends and the hinged pedestal are hinged.
In the present invention, the effect of shear connector is mainly used for transmitting horizontal shear, but does not constrain through beam and rigidity and shake
Put the vertical relative displacement between nuclear structure.Its preferred structure design method are as follows: wave nuclear structure in the rigidity
On be disposed with sliding slot vertically, one end of the shear connector is fixedly connected with through beam, and the other end protrudes into the sliding slot
In and can move along the chute.
Further, present invention preferably employs be approximate with the through beam hinged mode of layering quadrate steel pipe column.Specific knot
Structure design is as follows: passing through the through column beam hinged joint connection of beam, the beam between the layering quadrate steel pipe column and through beam
Through column beam hinged joint includes cross connecting piece, and one end of the cross connecting piece connects the layering quadrate steel pipe column, separately
One end is equipped with connection board, there also is provided multiple high-strength bolts between the connection board and through beam and is fixed.Herein
In the specific implementation, column section centroid wheelbase of the high-strength bolt from layering quadrate steel pipe column is from resistance moment and column smaller, generate
Cross sectional moment of inertia is compared to smaller, it is believed that is approximate hinged.
Compared with prior art, the invention has the characteristics that:
(1) structural system simple structure of the invention, load-bearing are separated with anti-side function, and the mechanism of action is clear, convenient for industry
Metaplasia produces and prefabricated construction, has superior energy dissipation and Self-resetting performance after shake, and makees after shake without repairing or replacing
For a kind of high performance structures system, there is extensive application value in the higher area of seismic fortification intensity.
(2) load-bearing module of the frame structure that structural system layering column, through beam are assembled as structural system, double-core
Lateral resisting and Self-resetting energy consumption module of the heart self-resetting swinging module as structural system, the two functional independence.
(3) structural system have multiple seismic-proof, Self-resetting energy-consuming device be first of anti-vibration defense lines, when structure by
When super large earthquake, when the horizontal displacement of structural system is more than design displacement, the cup spring group in Self-resetting energy-consuming device, which is held out against, to be become
Rigid connector, two rigidity wave nuclear structure at this time and the connector collectively constitutes two defence line of antidetonation of structural system,
Make structural system that there is super expected bearing capacity.
(4) structural system carries out energy consumption and Self-resetting, the performance after multiple geological process using the hysteretic characteristic of cup spring group
Without being substantially reduced, can be used repeatedly, economy with higher.
(5) structural system each component under expected earthquake effect can keep elasticity, and no replacement is required after shake.
Detailed description of the invention
Fig. 1 is System structure schematic diagram of the invention；
Fig. 2 is the horizontal layout form schematic diagram of structural system of the invention；
Fig. 3 is the schematic diagram of supporting frame module of the invention；
Fig. 4 is the structural schematic diagram of double-core self-resetting swinging module of the invention；
Fig. 5 is the connection schematic diagram of shear connector；
Fig. 6 is the schematic front view of the through column beam hinged joint of beam；
Fig. 7 is the schematic top plan view of the through column beam hinged joint of beam；
Fig. 8 is the schematic diagram that rigidity waves nuclear structure；
Fig. 9 is the schematic diagram of Self-resetting energy-consuming device；
Figure 10 is the organigram of cup spring group；
Description of symbols in figure:
1- through beam, 2- are layered quadrate steel pipe column, the through column beam hinged joint of 3- beam, 4- double-core self-resetting swinging mould
Block, 5- Self-resetting energy-consuming device, 6- shear connector, the right side 7- rigidity wave nuclear structure, and rigidity waves core knot on the left of 8-
Structure, 9- short column, the hinged pedestal of 10-, 11- main structure column, 12- sliding slot, 13- shearing-resistant member, 14- cross connecting piece, the high-strength spiral shell of 15-
Bolt, 16- end plate, the first connector of 17-, the second connector of 18-, 19- cup spring group, the end 20- inner ring, 21- outer ring, among 22-
Inner ring.
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, the detailed implementation method and specific operation process are given, but protection scope of the present invention is not limited to
Following embodiments.
A kind of earthquake proposed by the present invention exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system, structure
Referring to figure 1 and figure 2, comprising:
Supporting frame module: adjacent two through beams are respectively articulated with including more horizontally disposed through beams 1 and both ends
1 layering quadrate steel pipe column 2；
At least one the double-core self-resetting swinging module 4 being arranged in around supporting frame module: it includes two and base
The hinged rigidity of plinth waves nuclear structure and the vertically arranged Self-resetting waved between nuclear structure in described two rigidity
Energy-consuming device 5；
Shear connector 6: its both ends is separately connected the through beam 1 and rigidity waves nuclear structure.
Through beam 1 in the present invention is preferably using perforation H profile steel beam etc..Total system is equipped with multiple seismic-proof,
Under small shake, middle shake and big shake effect, when the horizontal displacement of structural system is not above design displacement, the anti-side of structural system by
Self-resetting energy-consuming device 5 provides；When structure is by super large earthquake, when the horizontal displacement of structural system is more than design displacement, from
Resetting the cup spring group 19 in energy-consuming device 5 and holding out against becomes rigid connector, and two rigidity wave nuclear structure and the connection at this time
Part collectively constitutes two defence line of antidetonation of structural system, provides lateral resistant ability for structural system.
In a preferred embodiment of the invention, shown in Figure 1, layering quadrate steel pipe column 2 is disconnected in each floor
Place is articulated and connected with through beam 1.
In a preferred embodiment of the invention, referring to shown in Fig. 9 and Figure 10, the Self-resetting energy-consuming device
5 include core screw rod, the composite connector being set on core screw rod, the locating part for being arranged in core screw rod both ends, Yi Jitao
The cup spring group 19 for being located on core screw rod and being located between composite connector both ends and two locating parts, the composite joint
Part includes the first connector 17 and the second connector 18, wherein the second connector 18 is set in outside in the middle part of core screw rod and can
It moves along its axis, the first connector 17 is set in 18 outside of the second connector, and makes the first connector 17 and the second connection
Part 18 can axially generate relative displacement along core screw rod.
In further embodiment, the cup spring group 19 is set on core screw rod including interval and can be along its axis
To mobile multiple inner ring, the outer ring 21 for resisting and squeezing its outer surface is cased in two adjacent inner ring.In material
Aspect, inner ring preferably use high-strength steel, and the outer ring 21 preferably uses marmem or high-strength steel, to meet cup spring group
The demands such as 19 basic Self-resettings energy consumptions, and rigid connection after holding out against, it is shown in Figure 10.Still more preferably, most
Two inner ring of top and bottom, which are respectively provided with, to be tilted from lower end and from the inclined annular outboard slope surface in upper end, is located in the middle
The outer surface of inner ring tilts from its position of center line to upper and lower ends and forms two annular outboard slope surfaces up and down, the outer ring
Heart position tilts 21 inner surface upper and lower ends thereto respectively, and is formed and matched two annulars of the annular outboard slope surface
Interior side slope.
In further embodiment, the cup spring group 19 is in pressured state always.
In further embodiment, the locating part is the spiral shell that core screw rod upper and lower ends are arranged in by screw thread
Cap, and cup spring group 19 is pre-tightened by tightening nuts.In addition, between nut and cup spring group 19, cup spring group 19 with it is compound
It can more than gasket between connector.
In a preferred embodiment of the invention, the side being oppositely arranged in nuclear structure is waved with two rigidity
For the side B, the other side is the side A, and the short column 9, A for temporary support is stretched out or be embedded in the side B that the rigidity waves nuclear structure
Side be then articulately arranged on the basis of hinged pedestal 10, referring to shown in Fig. 1 and Fig. 8.It can be reinforcing bar that rigidity, which waves nuclear structure,
Concrete walls, steel frame, steel truss etc. can provide the structure of larger bending stiffness.
In further embodiment, it is in a rectangular trapezoid that the rigidity waves nuclear structure, acute ends and the hinge
It is hinged to connect pedestal 10, it is shown in Figure 8.
In the present invention, the effect of shear connector 6 is mainly used for transmitting horizontal shear, but does not constrain through beam 1 and rigidity
Wave the vertical relative displacement between nuclear structure.Its preferred structure design method are as follows: wave core knot in the rigidity
Sliding slot 12 vertically is disposed on structure, one end of the shear connector 6 is fixedly connected with through beam 1, and the other end protrudes into institute
It states in sliding slot 12 and 12 can move along the chute, it is shown in Figure 5.
In a preferred embodiment of the invention, referring to shown in Fig. 3, Fig. 6 and Fig. 7, the layering square steel tube
Between column 2 and through beam 1 by the through column beam hinged joint 3 of beam using it is approximate it is hinged by the way of connect, the beam is through
Column beam hinged joint 3 includes cross connecting piece 14, and one end of the cross connecting piece 14 connects the layering quadrate steel pipe column 2, separately
One end is equipped with connection board 16, there also is provided multiple high-strength bolts 15 between the connection board 16 and through beam 1 and is consolidated
It is fixed.
Embodiment 1
Referring to figure 1 and figure 2, the prefabricated assembled self-resetting swinging steel frame structural system of damage layering is exempted from a kind of earthquake,
Including layering quadrate steel pipe column 2, through beam 1 (the present embodiment is using perforation H profile steel beam), the through column beam hinged joint 3 of beam, shearing resistance
Connector 6, double-core self-resetting swinging module 4.Wherein, layering quadrate steel pipe column 2 disconnects in each floor and hingedly connecting with through beam 1
It connects.
Referring to fig. 2, the load-bearing module and double-core self-resetting swinging module 4 that layering quadrate steel pipe column 2 and through beam 1 form are logical
The connection of shear connector 6 is crossed, shear connector 6 includes one end and the shearing-resistant member 13 that through beam 1 welds, the other end of shearing-resistant member 13
In the sliding slot 12 for the main structure column 11 that insertion rigidity waves nuclear structure, only transmits horizontal shear but does not constrain vertical displacement,
It is shown in Figure 5.
Shown in Figure 4, double-core self-resetting swinging module 4 includes that two rigidity wave nuclear structure (respectively left side
Rigidity waves nuclear structure 8 and nuclear structure 7 is rigidly waved on right side), left side is rigidly waved nuclear structure 8 and is rigidly waved with right side
Nuclear structure 7 by the connection composition of Self-resetting energy-consuming device 5, two rigidity wave nuclear structure pass through respectively hinged pedestal 10 with
The basis such as ground is hinged.
Referring to shown in Fig. 3, Fig. 6 and Fig. 7, the through column beam hinged joint 3 of beam is mainly by cross connecting piece 14,16 and of end plate
Four high-strength bolts 15 form, and are layered between quadrate steel pipe column 2 and through beam 1 and are connected by the through column beam hinged joint 3 of beam, and ten
14 one end connection layering quadrate steel pipe column 2 of word connector, the other end is equipped with connection board 16, between end plate 16 and through beam 1
It there also is provided high-strength bolt 15 to be fixed.
Referring to Fig. 8, rigidly wave nuclear structure can be provided for reinforced concrete wall, steel frame, steel truss etc. compared with
The structure of big bending stiffness, here by taking steel truss as an example, nuclear structure 8 is rigidly waved in left side, and (or core knot is rigidly waved on right side
Structure 7) it is connect by hinged pedestal 10 with ground, short column 9 is set on waving core, waves core setting for during installation
Temporary support is also convenient for utilizing jack adjustment positioning when installation
Referring to Fig. 9, Self-resetting energy-consuming device 5 waves core by the first connector 17, the second connector 18 and two rigidity
Core structure connection；
Referring to Figure 10, Self-resetting energy-consuming device 5 includes core screw rod, the composite connector being set on core screw rod, cloth
The locating part at core screw rod both ends is set, and is set on core screw rod and is located at composite connector both ends and two limits
Cup spring group 19 between the part of position, the composite connector include the first connector 17 and the second connector 18, wherein the second connection
Part 18 is set in outside in the middle part of core screw rod and can move along its axis, and the first connector 17 is set in outside the second connector 18
Side, and make the first connector 17 and the second connector 18 that can axially generate relative displacement along core screw rod.Cup spring group 19 is by interior
Ring and outer ring 21 are constituted, and are in pressured state always.Inner ring includes end inner ring 20 and intermediate 22 two kinds of inner ring, all inner ring
Interval is set on core screw rod, 21 sets of outer ring in two neighboring inner ring, and by described in its inner surface contact squeeze
Two adjacent inner ring outer surfaces keep cup spring group 19 so that two adjacent inner ring generate the movement tendency being relatively distant from
Pressured state.End inner ring 20 can be using the shape setting for being equivalent to half of intermediate inner ring 22, specifically, the top and most
Two end inner ring 20 of lower section, which are respectively provided with, to be tilted from lower end and from the inclined annular outboard slope surface in upper end, is located in the middle
Between inner ring 22 outer surface tilted from its position of center line to upper and lower ends and formed up and down two annular outboard slope surfaces, it is described
Heart position tilts 21 inner surface upper and lower ends of outer ring thereto respectively, and is formed and the annular outboard slope surface matched two
Annular inboard slope surface.Interior ring material is high-strength steel, and outer 21 ring material can be marmem or high-strength steel, and cup spring group 19 begins
It is in pressured state eventually.
When Specific construction:
(1) layering quadrate steel pipe column 2, through beam 1 (perforation H profile steel beam), shear connector 6, double is processed according to design size
The components such as core self-resetting swinging module 4；
(2) it first passes through bolt to connect layering quadrate steel pipe column 2 with basis, temporary support is arranged in intercolumniation, lifts through beam afterwards
1, sequence completes the assembly of supporting frame according to this；
(3) will rigidly wave nuclear structure lifting, be welded on perforation H profile steel beam on shear connector 6 connect, after general
It is hinged by hinged pedestal 10 and basis that rigidity waves nuclear structure；
(4) using jack be supported on rigidity wave on the short column 9 of nuclear structure, adjustment positioning, after Self-resetting is consumed energy
The main structure column 11 that device 5 and rigidity wave nuclear structure welds；
(5) temporary support of jack and supporting frame is removed, structural system assembly is completed.
The above description of the embodiments is intended to facilitate ordinary skill in the art to understand and use the invention.
Person skilled in the art obviously easily can make various modifications to these embodiments, and described herein general
Principle is applied in other embodiments without having to go through creative labor.Therefore, the present invention is not limited to the above embodiments, ability
Field technique personnel announcement according to the present invention, improvement and modification made without departing from the scope of the present invention all should be of the invention
Within protection scope.
Claims (6)
1. damage is exempted from a kind of earthquake is layered prefabricated assembled self-resetting swinging steel frame structural system characterized by comprising
Supporting frame module: adjacent two through beams are respectively articulated with including more horizontally disposed through beams (1) and both ends
(1) layering quadrate steel pipe column (2)；
At least one the double-core self-resetting swinging module (4) being arranged in around supporting frame module: it includes two and basis
Hinged rigidity waves nuclear structure and the vertically arranged Self-resetting consumption waved between nuclear structure in described two rigidity
It can device (5)；
Shear connector (6): its both ends is separately connected the through beam (1) and rigidity waves nuclear structure；
The Self-resetting energy-consuming device (5) includes core screw rod, the composite connector being set on core screw rod, is arranged in core
The locating part at heart screw rod both ends, and be set on core screw rod and be located at composite connector both ends and two locating parts it
Between cup spring group (19), the composite connector include the first connector (17) and the second connector (18), wherein second connect
Part (18) is set in outside in the middle part of core screw rod and can move along its axis, and the first connector (17) is set in the second connector
(18) outside, and make the first connector (17) and the second connector (18) that can axially generate relative displacement along core screw rod；
The rigidity waves the sliding slot (12) being disposed on nuclear structure vertically, one end of the shear connector (6) with
Through beam (1) is fixedly connected, and the other end is protruded into the sliding slot (12) and (12) can be moved along the chute；
The cup spring group (19) includes that interval is set in the multiple inner ring that on core screw rod and can be moved along its axis, at two
The outer ring for resisting and squeezing its outer surface is cased in adjacent inner ring；
Two inner ring of the top and bottom, which are respectively provided with, to be tilted from lower end and from the inclined annular outboard slope surface in upper end, is located at
The outer surface of intermediate inner ring tilts from its position of center line to upper and lower ends and forms two annular outboard slope surfaces up and down, institute
Stating outer ring inner surface upper and lower ends, heart position tilts thereto respectively, and is formed and the annular outboard slope surface matched two
Annular inboard slope surface.
2. damage is exempted from a kind of earthquake according to claim 1 is layered prefabricated assembled self-resetting swinging steel frame structural system,
It is characterized in that, between the layering quadrate steel pipe column (2) and through beam (1) even by the through column beam hinged joint (3) of beam
It connects, the through column beam hinged joint (3) of beam includes cross connecting piece (14), one end connection of the cross connecting piece (14)
The layering quadrate steel pipe column (2), the other end is equipped with connection board (16), between the connection board (16) and through beam (1)
It there also is provided multiple high-strength bolts (15) to be fixed.
3. damage is exempted from a kind of earthquake according to claim 1 is layered prefabricated assembled self-resetting swinging steel frame structural system,
It is characterized in that, waving the side being oppositely arranged in nuclear structure with two rigidity is the side B, the other side is the side A, and the rigidity is shaken
Short column (9) for temporary support is stretched out or be embedded in the side B of pendulum nuclear structure, the side A be then articulately arranged on the basis of it is hinged
Pedestal (10).
4. damage is exempted from a kind of earthquake according to claim 3 is layered prefabricated assembled self-resetting swinging steel frame structural system,
It is characterized in that, the rigidity is waved, nuclear structure is in a rectangular trapezoid, and acute ends and the hinged pedestal (10) are hinged.
5. damage is exempted from a kind of earthquake according to claim 1 is layered prefabricated assembled self-resetting swinging steel frame structural system,
It is characterized in that, the cup spring group (19) is in pressured state always.
6. damage is exempted from a kind of earthquake according to claim 1 is layered prefabricated assembled self-resetting swinging steel frame structural system,
It is characterized in that, the locating part is the nut of core screw rod upper and lower ends to be arranged in by screw thread, and pass through tightening nuts
Cup spring group (19) is pre-tightened.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810432430.9A CN108589913B (en) | 2018-05-08 | 2018-05-08 | A kind of earthquake exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810432430.9A CN108589913B (en) | 2018-05-08 | 2018-05-08 | A kind of earthquake exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system |
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| JP2003293596A (en) * | 2002-03-29 | 2003-10-15 | Sumikei-Nikkei Engineering Co Ltd | Building reinforcing structure |
| CN104453002A (en) * | 2014-10-28 | 2015-03-25 | 青岛理工大学 | Swing damp self-reset module and manufacturing method thereof |
| CN104631616A (en) * | 2014-12-19 | 2015-05-20 | 上海建科工程改造技术有限公司 | Reinforced concrete swinging wall assembly connected in sleeve mode |
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| CN206916997U (en) * | 2017-07-06 | 2018-01-23 | 青岛理工大学 | Wall is waved in a kind of ductility power consumption |
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| JP2003293596A (en) * | 2002-03-29 | 2003-10-15 | Sumikei-Nikkei Engineering Co Ltd | Building reinforcing structure |
| CN104453002A (en) * | 2014-10-28 | 2015-03-25 | 青岛理工大学 | Swing damp self-reset module and manufacturing method thereof |
| CN104631616A (en) * | 2014-12-19 | 2015-05-20 | 上海建科工程改造技术有限公司 | Reinforced concrete swinging wall assembly connected in sleeve mode |
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| CN207079721U (en) * | 2016-10-26 | 2018-03-09 | 中国一冶集团有限公司 | Assembling type steel structure house beam-column node structure |
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