CN106592807A - Changeable energy consumption connecting assembly for beam-column connection of assembly type concrete frame - Google Patents
Changeable energy consumption connecting assembly for beam-column connection of assembly type concrete frame Download PDFInfo
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- CN106592807A CN106592807A CN201710018132.0A CN201710018132A CN106592807A CN 106592807 A CN106592807 A CN 106592807A CN 201710018132 A CN201710018132 A CN 201710018132A CN 106592807 A CN106592807 A CN 106592807A
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- power consumption
- steel plate
- assembly
- post
- concrete frame
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
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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
- E04H9/025—Structures with concrete columns
Abstract
The invention provides a changeable energy consumption connecting assembly for beam-column connection of an assembly type concrete frame. The changeable energy consumption connecting assembly for beam-column connection of the assembly type concrete frame is arranged on the upper side and/or the lower side of the beam end of the assembly type concrete frame for beam-column connection and comprises one or more parallelly arranged energy consumption nuclear steel plates (1), in-column anchoring blocks (2), in-beam anchoring blocks (3) and a constraining system (4) surrounding the energy consumption nuclear steel plates (1), wherein the in-column anchoring blocks (2) are located at one ends of the energy consumption nuclear steel plates (1) and pre-buried in the corresponding positions of column concrete in the precast stage, and the in-beam anchoring blocks (3) are located at the other ends of the energy consumption nuclear steel plates (1) and pre-buried in the corresponding positions of beam end concrete in the precast stage. The energy consumption nuclear steel plates (1), the in-column anchoring blocks (2) and the in-beam anchoring blocks (3) form a continuous force transferring assembly through reliable connection. Application of the changeable energy consumption connecting assembly accords with development requirements of building industrialization, the changeable energy consumption connecting assembly has the advantages of being capable of being produced in a batched mode and rapid in assembly and construction, and meanwhile, the post-earthquake restoration difficulty of a structure is greatly lowered.
Description
Technical field
The invention belongs to building engineering field, is related to assembly concrete frame structure, specially one kind is applied to assembling
The replaceable power consumption coupling assembly of formula concrete frame beam column connection.
Background technology
In recent decades, the characteristics of prefabricated concrete structure is with its industrialized production and fabricated construction, increasingly
To the favor of engineer, swift and violent development is worldwide widely used and has obtained.Along with based on the anti-of performance
Going deep into for design theory research is shaken, people require more and more higher, the research of high ductility dissipative cell to recoverable after structure shake
With using of increased attention, in the U.S., New Zealand, Japan and other countries and area, add in fabricated construction
The way of ductility dissipative cell has reached its maturity, and adopts mounting technology and energy-dissipating and shock-absorbing technology to have become in structural system
One of trend of building trade future development.
Connection is that assembly concrete framework installs the key with stress.Under horizontal force action, junction produces larger
Moment of flexure, easily under repeated action surrender.For this characteristic, the suitable ductility power consumption dress used in fabricated construction
Put, structure can be made to play superior anti-seismic performance with the damage mechanisms of inducement structure.
Buckling restrained brace (BRB) is one kind by external constraint part constraint supporting core plate and limits its compressive buckling
Axially loaded component, violent earthquake effect under can give full play to core board circulation tension and compression effect under Hysteresis Behavior, reach
To the purpose of dissipation seismic energy.Buckling restrained brace (BRB) is usually placed between frame joint diagonal, scantling compared with
Greatly, there is certain adverse effect to frame structure space utilization.Also there is the angle brace being positioned close to outside bean column node, compared to
Buckling restrained brace (BRB) saves structure space, but attractive in appearance to structure still adversely affects with space utilization.
After violent earthquake occurs, the surrender position of structure can occur compared with macrolesion.There is the engineering structure damaged, bear
Load and the reduced capability of effect, stress performance deterioration, the degree of safety of structure are reduced.In the geological process that may occur in the future
Under, loss of structure globality is caused due to the acceleration failure of damage location more likely, serious possibility collapses, and makes
Into people's life and the massive losses of property.But if structure can recover its bearing capacity and stress performance by quickly repairing,
Vital beneficial effect can be played to recovery and reconstruction after calamity then.
For the problems referred to above, the present invention proposes a kind of replaceable power consumption for being applied to the connection of assembly concrete frame beam column
Coupling assembly, is a kind of beam-to-column joint component installed in assembly concrete frame structure beam-ends, for bearing and transmitting ground
The upside caused by framework beam-ends moment of flexure under shake effect and/or the axle power repeatedly of lower edge；By the power consumption for bearing xial feed
Core steel plate, constraint system and its two ends are embedded in the anchor block composition of precast beam, post relevant position respectively, are similar in form
In small-sized buckling restrained brace (BRB), the core steel plate that consumes energy suffers restraints when pressurized the constraint of system, and constrains system quilt
Pre-embedded bolt is fixed in beam-ends concrete, even if the flexing of amplitude will not also occur during the power consumption pressurized surrender of core steel plate.
During little shake, be arranged on the upside of beam-ends and/or the power consumption core steel plate of downside keeps elasticity, bending rigidity is provided for beam-to-column joint；
Middle shake or when shaking greatly, there is surrender tension or in compression and simultaneously utilize hysteretic characteristic dissipation seismic energy in power consumption core steel plate, reduce knot
The dynamic response of structure, damage are focusing only on power consumption core steel plate, and the remainder of structure keeps elasticity.After the earthquake,
By releasing the connection between power consumption core steel plate and anchor block and the constraint around power consumption core steel plate, the consumption after damaging is taken out
Energy core steel plate simultaneously reinstalls new power consumption core steel plate, reaches the purpose for repairing structure.It is characteristic of the invention that power consumption core
The ductility energy dissipation capacity that heart steel plate can be played stably, damage are focusing only on power consumption core steel plate, and can be very square after macroseism
Just the power consumption core steel plate to damaging is realized changing, so as to fast quick-recovery structure function.
The content of the invention
Technical problem：For above technical problem, the present invention provides one kind and is applied to assembly concrete frame beam column company
The replaceable power consumption coupling assembly for connecing, is required with meeting easily to repair after rapid construction, structure attractive in appearance, energy-dissipating and shock-absorbing and shake simultaneously.
Technical scheme：The targeted technical problem of the present invention is as follows：
1) construction of connecting node is the key that assembly concrete Seismic Behavior of Frame Structure is played.Assembly concrete
The component of structure is typically engaged at node so that the performance of connection is particularly important in prefabricated concrete structure.Even
Connect at node be between component internal force transmission must Jingqu road, under violent earthquake effect, bean column node connects undertaken internal force
It is larger so as to be easier to occur plastic deformation.Frame structure is often using the plastic deformation ability dissipation seismic energy of beam-ends, cast-in-place
Or it is equal to cast-in-place prefabricated integral frame structure when plastic deformation is larger, it may occur that pressurized coagulation is landslide broken, compressive reinforcement
The phenomenons such as drum song, the bearing capacity for showing as hysteresis loop are significantly reduced, and limit the turning power of plastic hinge.
2) connection construction of node is the key issue that assembly concrete frame structure is installed.Assembly concrete framework
In structure, prefabricated components are made in factory, can be raised labour productivity by substantial amounts of production of machinery, and the connection at scene is applied
Work still needs to rely on more artificial operation to complete.Whether the technique of node connection is easy to operation, if adapt to industrialized peace
Dress mode and efficiently installation procedure, are the keys for affecting industrialized building production efficiency.
3) using assembly concrete frame structure construction technique the characteristics of, connected using the power consumption of high-quality, be to ensure dress
Key with formula concrete frame structure anti-seismic performance.Under cast-in-place construction technique, node, connection and component integrated molding, section
Reinforcing bar and concrete near point is all continuous so that component has related load-carrying properties to node, and as node is received
Power is more complicated, will realize that the weak component of strong node need to take stricter detailing requiments.In assembly concrete frame structure, section
Connection at point lags behind completing for component, and this causes engineer to have ready conditions in junction and takes special construction, adopts
The power consumption connection of high-quality, so as to give full play to the anti-seismic performance of this structure, it is ensured that its shock resistance.
4) it is the key for ensureing structural behaviour easily reparation that damaged member is easily changed.Currently, it is engineering that structural behaviour is easily repaired
The latest requirement of structural seismic.Power consumption connects through the plasticity hysteresis of material come the seismic energy that dissipates, and the development of plasticity and tired
Product brings the progressively aggravation of damage simultaneously.Bear in follow-up service phase and may meet with to ensure that the structure after experience earthquake has
The shock resistance of earthquake, it is scheme the most economic that the structure to damaging after earthquake carries out quick reparation, and changes what is damaged
Component is to repair the most thorough and perfect reparation means of structure, therefore, it is to ensure that structural behaviour is easily repaiied that damaged member is easily changed
Multiple key.
The technical side that a kind of replaceable power consumption coupling assembly of assembly concrete frame beam column connection of the present invention is adopted
Case is：
The replaceable power consumption coupling assembly of described assembly concrete frame beam column connection is arranged on assembly concrete
Frame structure beam column connection beam-ends on the upside of and/or downside, including one or more be arranged side by side power consumption core steel plate, be located at
Power consumption core steel plate one end and prefabrication phase be embedded in anchor block in the post of post concrete relevant position, positioned at power consumption core steel plate
The other end and prefabrication phase are embedded in anchor block in the beam of beam-ends concrete relevant position and surround the constraint of power consumption core steel plate
System；In power consumption core steel plate and post in anchor block and beam between anchor block by being reliably connected one continuous power transmission group of composition
Part.
The replaceable power consumption coupling assembly of described assembly concrete frame beam column connection is arranged on prefabrication phase beam-ends
In the reserved space in upside and/or downside, the remainder of the headspace after installation, is filled using rear pouring concrete.
Described power consumption core steel plate is in turn divided into post along its length to linkage section, post to changeover portion, power consumption section, beam
To changeover portion and beam to linkage section；The post cutting more than the power consumption section to linkage section and the beam to the sectional area of linkage section
Area；Power consumption Duan Yuzhu forms post to changeover portion and beam to transition respectively to linkage section and beam to gentle transition between linkage section
Section.
Described power consumption core steel plate is complete steel plate or middle part fluting steel plate.
Described power consumption core steel plate is wrapped up by non-cohesive material.
With the anchoring piece stretched in post concrete on anchor block in the post；Carry on anchor block in the beam and stretch into beam
Anchoring piece in concrete.
Being reliably connected as solder design between anchor block and power consumption core steel plate in anchor block, beam in described post.
The length of the constraint system is slightly less than the clear distance in the post in anchor block and the beam between anchor block；Institute
Gap is left between each respective surfaces for stating constraint system and the power consumption core steel plate, this gap or by non-cohesive material
Filled.
The structure of described constraint system includes two pieces of constraint cover plates positioned at the upper and lower both sides of power consumption core steel plate, is located at
Two block filling plates of the power consumption core steel plate left and right sides, the connecting bolt that the constraint cover plate and the filling plate are connected
With the pre-embedded bolt that above-mentioned part is fixed on beam-ends；Described filling plate can be connected as a single entity with one of constraint cover plate.
Another kind of structure of described constraint system includes that a piece on the outside of power consumption core steel plate constrains cover plate, is located at
Rear pouring concrete around power consumption core steel plate and the pre-embedded bolt that constraint cover plate is fixed on beam-ends；Described constraint cover plate two
Side carries edge projection；After component installation, described edge projection is located at the both sides of the power consumption core steel plate.
When described power consumption core steel plate is arranged side by side steel plate using middle part fluting steel plate or polylith, described obligatory point
System also carries groove portion filling block, is placed in the space in the middle part of steel plate between fluting or plurality of steel plates；Described groove portion filling block with
One piece of constraint cover plate is connected as a single entity.
There is bolt hole on described constraint cover plate and filling plate, be easy to connecting bolt and/or pre-embedded bolt to align and pass through.
Beneficial effect：
1) structural damage is concentrated, and energy-dissipating property is good, it is easy to accomplish the design principle of " strong node weak component ".In the present invention
In, the power consumption core steel plate as easy surrender is mounted near the upside and/or downside of beam-ends so that plasticity under geological process
Behavior concentrates on beam-ends, and the beam, post itself as main supporting member will not occur plastic deformation.Power consumption core steel plate is adopted
The structure principle similar to buckling restrained brace core board, surrender only will occur in the power consumption section of power consumption core steel plate, bend
Plastic strain after clothes is evenly distributed, and core steel plate plastic strain of consuming energy under same stratified deformation is less, can give play to excellent
Good ductility and low-cycle fatigue ability.Power consumption coupling assembly each part between, power consumption coupling assembly and structure remainder it
Between carry out differentiation Performance Design, it is easy to accomplish the design principle of " strong node weak component ".
2) repair easy after structure shake, structural behaviour can be ensured after reparation.Under geological process, using present invention connection
Assembly concrete frame structure damage concentrate on power consumption core steel plate, and there is no substantially damage in other main members
Wound, recovers the function of structure by only needing to change power consumption core steel plate after shake, maintenance range is little, and maintenance process is very easy.
3) it is convenient to install and with good tolerance accommodation ability.The beam column and phase of prefabricated assembled concrete frame construction
Component is closed, is made in factory respectively, is installed to building-site successively.If the size of component is more than or is exactly equal to component installation
The size in space, will cause mutually to collide between component, hinder, it is impossible to implement to install.Therefore, the installation of component for convenience,
The size of component should be slightly less than the size of component installing space, so result between there may be between installation rear part
Gap.This gap is to bearing on the upside of the beam-ends of axial tension or pressure and/or downside beam-to-column joint is very unfavorable.It is of the invention preferred
Using solder design by consume energy core steel plate be embedded in beam, post prefabricated components in advance in beam in anchor block and post anchor block be linked as
Integrally, be easy to the gap between force transfer system be eliminated in erection stage, beam column is linked as into organic one.
4) power consumption coupling assembly can be made standard component, is easy to industrialized production with application.The power consumption connection of the present invention
Mainly using steel plate processing and welding, existing ripe technique is available for adopting, is easy to be given birth to using industrialized mode component
Produce.After manager's opinion, test and calculating analysis, conventional specifications parameter can be summarized, the standardization of power consumption coupling assembly is formed
Meaning repair time after shake with protrusion is built and is saved in design and application, the industrialization to realizing this structure.
5) it is practical, do not affect the appearance.The space that this power consumption coupling assembly is arranged on the upside of beam-ends and/or downside is reserved
Interior, the power transmission of consume energy core steel plate and beam column directly, and pours coagulation after the remainder to headspace after installing
Soil is integrally formed structure, and the outward appearance of beam is consistent with cast-in-place Vierendeel girder, meets traditional aesthetic conceptions.
Description of the drawings
During Fig. 1 is an embodiment of the present invention, the replaceable power consumption connection in assembly concrete frame beam column junction
The schematic diagram (not drawing rear pouring concrete) that component is installed on the top of precast concrete beam
During Fig. 2 is an embodiment of the present invention, the assembly concrete frame beam column of the first constraint system form
The profile that the replaceable power consumption coupling assembly in junction is installed on the top of precast concrete beam
During Fig. 3 is an embodiment of the present invention, the assembly concrete frame beam column of second constraint system form
The profile that the replaceable power consumption coupling assembly in junction is installed on the top of precast concrete beam
During Fig. 4 is an embodiment of the present invention, the assembly concrete frame beam column of the first constraint system form
Top visual angle schematic diagram (not drawing non-cohesive material) of the replaceable power consumption coupling assembly core steel plate in junction and constraint system
During Fig. 5 is an embodiment of the present invention, the assembly concrete frame beam column of second constraint system form
The bottom visual angle schematic diagram of the replaceable power consumption coupling assembly core steel plate in junction and partially restrained system (does not draw soap-free emulsion polymeization material
Material)
Have in figure：Power consumption core steel plate 1, to linkage section 11, to changeover portion 12, consume energy post post section 13, beam to changeover portion 14,
Beam to linkage section 15, anchor block 2 in post, the anchoring piece 21 in post concrete, anchor block 3 in beam, the anchoring piece in beam concrete
31, system 4 is constrained, cover plate 41 is constrained, edge projection 411 fills plate 42, connecting bolt 43, pre-embedded bolt 44, rear pouring concrete
45, groove portion filling block 46, bolt hole 47, non-cohesive material 5, solder design 6, precast concrete column 7, precast concrete beam 8.
Specific embodiment
Below by taking an embodiment of the present invention as an example, the specific embodiment of the present invention is illustrated.
Replaceable power consumption coupling assembly for the connection of assembly concrete frame beam column proposed by the invention, will install
In the left end and/or right-hand member of beam, positioned at the upside and/or downside of beam-ends.In this manual, to be installed on the upside of beam left end it is
Example explanation.During using this, the left side of beam is post, and the region of deck-molding scope inner pillar is Column border node region.
1) prefabricated components
The anchor block 2 within the element precast stage, the pre- buried column in relevant position connected in Column border node region, its edge is extended
Post concrete surface, in post 2 center of anchor block with by face in power consumption core steel plate 1 to be mounted in sustained height；Meanwhile, in beam
Hold anchor block 3 in pre-buried beam, in beam 3 center of anchor block with by face in power consumption core steel plate 1 to be mounted in sustained height；Using
Cave mould reserves the space for installing power consumption core steel plate 1 and its constraint system 4 on the left of anchor block 3 in beam, and guarantees that beam column is installed
Length of the clear distance in rear pillar in place in anchor block 2 and beam between anchor block 3 slightly larger than power consumption core steel plate 1.According to difference
Change Performance Design, it is ensured that anchoring of the anchor block 2 in post concrete with anchor block 3 in beam in beam concrete in post carries energy
Power surrender tension or in compression more than the power consumption section 13 of core Wasted-energy steel plate 1 the maximum carrying Jing after tension and compression cyclic hardening repeatedly
Power.
Complete it is above-mentioned it is pre-buried after, respectively casting beams, post concrete, make prefabricated components.
2 beam columns are installed
During in-site installation, first will be prefabricated beam column lifting in place, adjustment depth of beam and horizontal level make anchor block in post
2nd, in beam, anchor block 3 aligns.
3 power consumption core steel plates and constraint system are installed
The power consumption core steel plate 1 for around having been wrapped up non-cohesive material 5 is installed on anchor block 2 and anchor block 3 in beam in post
Between, adjusting which highly makes wherein centre-height of the face positioned at anchor block 3 in anchor block 2 in post and beam；By post to linkage section 11
Pass through solder design with anchor block in post 2；Beam is connected by weld seam 6 to linkage section 15 with anchor block in beam 3；Constraint system 4
Installation intert with the installation of power consumption core steel plate 1 and carry out；Remaining space is tamped with rear pouring concrete 45.
The length of the constraint system 4 is slightly less than the clear distance in the post in anchor block 2 and the beam between anchor block 3
From；Gap is left between each respective surfaces of the constraint system 4 and the power consumption core steel plate 1, this gap or by nothing
Binding material 5 is filled.
The structure of described constraint system 4 include two pieces of constraint cover plates 41 positioned at 1 upper and lower both sides of power consumption core steel plate,
Two block filling plates 42 positioned at 1 left and right sides of power consumption core steel plate, the constraint cover plate 41 and the filling plate 42 are linked to be into one
The connecting bolt 43 of body and the pre-embedded bolt 44 that above-mentioned part is fixed on beam-ends；Described filling plate 42 or can with it is one of
Constraint cover plate 41 is connected as a single entity.
Another kind of structure of described constraint system 4 include one piece of constraint cover plate 41 on the outside of power consumption core steel plate 1,
Rear pouring concrete 45 around power consumption core steel plate and the pre-embedded bolt 44 that constraint cover plate 41 is fixed on beam-ends；Described
Constraint 41 both sides of cover plate carry edge projection 411；After component installation, described edge projection 411 is located at the power consumption
The both sides of core steel plate 1.
When described power consumption core steel plate 1 is arranged side by side steel plate using middle part fluting steel plate or polylith, described constraint
System 4 also carries groove portion filling block 46, is placed in the space in the middle part of steel plate between fluting or plurality of steel plates；Described groove portion filling
Block 46 is connected as a single entity with one piece of constraint cover plate 41.
There is bolt hole 47 on described constraint cover plate 41 and filling plate 42, be easy to connecting bolt 43 and/or pre-embedded bolt 44
Align and pass through.
The replacing of power consumption core steel plate is damaged after 4 shakes
After it there is big shake, cut the rear pouring concrete 45 in headspace, 1 or so two ends of cutting power consumption core steel plate with
Solder design 6 in post in anchor block 2 and beam between anchor block 3, constraint relief system 4 remove the power consumption core steel plate of damage
1, then according to aforementioned energy consuming components installation method reinstalls new energy consuming components, and coagulation will be poured after headspace again
Soil 45 is tamped, and the anti-seismic performance of structure is restored.
Above example is referring to the drawings, to a preferred embodiment of the present invention will be described in detail, those skilled in the art
In the case that member by carrying out modification or change on various forms, but the essence without departing substantially from the present invention to above-described embodiment, all
Fall in protection scope of the present invention.
The technology of the present invention includes following features：
1) surrender the realization of abduction mechanism.The described replaceable power consumption for being applied to the connection of assembly concrete frame beam column
Coupling assembly is arranged on the upside and/or downside of assembly concrete frame structure beam-ends, power consumption core steel plate and anchoring in post
Axial tension is born by being reliably connected one continuous force transferring part of composition under Moment between anchor block in block and beam
Or the effect of pressure.In the present invention, the linkage section sectional area of power consumption core steel plate is more than power consumption section sectional area, and passes through difference
Change performance design, it is ensured that when the core steel plate that consumes energy bears axial tension or axial compressive force, anchoring in anchor block, beam in post
Block anchoring bearing capacity respectively in post concrete and in beam-ends concrete and its it is reliably connected between power consumption core steel plate
Elastic carrier power be all higher than consuming energy core steel plate the surrender tension or in compression of power consumption section simultaneously Jing after tension and compression cyclic hardening repeatedly most
Large bearing capacity；The post of power consumption core steel plate is equal to the elastic carrier power that linkage section bears axial tension and pressure to linkage section and beam
More than the power consumption section of power consumption core steel plate surrender tension or in compression maximum load capacity simultaneously Jing after tension and compression cyclic hardening repeatedly；Power consumption
The power consumption section of core steel plate is tension or in compression to surrender and Jing after tension and compression cyclic hardening repeatedly, structure under its corresponding bearing capacity
Beam, post body do not produce damage or damage very little, and significant plastic deformation does not occur.It is former in such differential Performance Design
Under then, when the axial force that the core steel plate that consumes energy bears exceedes the yield force that design determines, surrender occurs over just power consumption core steel plate
Power consumption segment limit in, and consume energy core steel plate beyond region be in elastic range.Therefore, under geological process, only consume
Energy section may produce Plastic Damage, and remainder is remained intact or basic serviceable condition.Meanwhile, consume energy core steel plate soap-free emulsion polymeization
Be placed in during constraint system surrounds, after the surrender of pressurized or tension, its power consumption section equably produces plastic strain, can play steady
Fixed Hysteresis Behavior.Using the hysteretic energy of power consumption section, the energy of Seismic input structure progressively will be dissipated, so as to reduce earthquake
Response.
2) the removable realization of defective component.The construction of the present invention causes the power consumption core easily damaged under violent earthquake
Steel plate can be arranged in beyond bean column node, near the position on the upper and lower surface of beam-ends, possess open work surface, and anchor in post
Gu being reliably connected between anchor block and power consumption core steel plate in block, beam, due to the design of differential performance-based, in seismic process
It is middle to be within elastic range by protection, therefore when needing to change power consumption core steel plate, above-mentioned connection can very easily
Release, and do not affect the reuse of anchor block in anchor block in post, beam.Again by the design of differential performance-based, in consumption
Can be during core steel plate core segment to be pressurized or tension is surrendered, beam column body does not damage or damages very little, does not affect beam
The reuse of post body.So as to, by removing the power consumption core steel plate for damaging, and new power consumption core steel plate is reinstalled,
Reach quick reparation structure and recover the purpose of its function.
3) realization of the pressurized anti-buckling mechanism of core steel plate that consumes energy.The core that consumes energy is prevented by way of constraint system is set
Amplitude flexing after the pressurized especially pressurized surrender of steel plate outside plane, in plane.In order to prevent constraint system from directly bearing axle
To the effect of pressure, the length for constraining system is slightly less than the clear distance in post in anchor block and beam between anchor block, and obligatory point
Gap is left between each respective surfaces of system and the core steel plate that consumes energy, so that lateral deflection is especially received when power consumption core steel plate is pressurized
After clothes, restrained system is reliably prevented by the amplitude flexing in its face outside dough-making powder, and power consumption core steel plate mainly occurs uniformly
Be compressed axially strain.Gap also for consume energy core steel plate it is pressurized when due to caused by poisson effect lateral expansion space is provided.
In order to further reduce the friction between power consumption core steel plate and constraint system, also wrap up without viscous around power consumption core steel plate
Knot material, non-cohesive material or can fill power consumption core steel plate and constraint system between gap.Such construction, makes power consumption core
The for example same small-sized buckling restrained brace of the stress of heart steel plate, the energy dissipation capacity that can be played stably, and there is high ductility.
4) with good tolerance accommodation ability.The component of assembly concrete frame structure in factory's pre-production, so
Assembled at the scene afterwards, even if adopt various measures in manufacturing process ensureing the dimensional accuracy of component, the size of component is missed
In difference and component, the site error of each part is inevitable.On the other hand, in order to ensure assemble be smoothed out, component it
Between must stay and set a certain degree of gap, the collision being just avoided that in assembling process, and the presence in these gaps also causes to install
During site error is inevitably present between component and component.Described is applied to assembly concrete frame beam column company
The replaceable power consumption coupling assembly for connecing, again by being reliably connected (such as welding) and beam column component phase after beam column installation is in place
Even, the tolerance that above-mentioned reason causes can easily be coordinated, it is ensured that the convenience of construction and installation, it is ensured that the reliability of power transmission.
Claims (12)
1. the replaceable power consumption coupling assembly that a kind of assembly concrete frame beam column connects, it is characterised in that：
The replaceable power consumption coupling assembly of described assembly concrete frame beam column connection is arranged on assembly concrete framework
On the upside of the beam-ends of Structure Beam-column connection and/or downside, including one or more power consumption core steel plate for being arranged side by side（1）, be located at
Power consumption core steel plate（1）One end and prefabrication phase is embedded in anchor block in the post of post concrete relevant position（2）, positioned at power consumption core
Heart steel plate（1）The other end and prefabrication phase is embedded in anchor block in the beam of beam-ends concrete relevant position（3）And surround power consumption core
Heart steel plate（1）Constraint system（4）；Power consumption core steel plate（1）With anchor block in post（2）And anchor block in beam（3）Between pass through
It is reliably connected one continuous power transmission component of composition.
2. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 1 connects, its feature
It is：The replaceable power consumption coupling assembly of described assembly concrete frame beam column connection is arranged on the upside of prefabrication phase beam-ends
And/or in the reserved space in downside, after installation, adopt rear pouring concrete（45）Fill the remainder of the headspace.
3. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 1 connects, its feature
It is：Described power consumption core steel plate（1）Post is in turn divided into along its length to linkage section（11）, post is to changeover portion（12）、
Power consumption section（13）, beam is to changeover portion（14）And beam is to linkage section（15）；The post is to linkage section（11）With the beam to linkage section
（15）Sectional area be more than the power consumption section（13）Sectional area；Power consumption section（13）With post to linkage section（11）And beam is to linkage section
（15）Between gentle transition, respectively formed post to changeover portion（12）And beam is to changeover portion（14）.
4. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 1 connects, its feature
It is：Described power consumption core steel plate（1）For complete steel plate or middle part fluting steel plate.
5. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 4 connects, its feature
It is：Described power consumption core steel plate（1）By non-cohesive material（5）Parcel.
6. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 1 connects, its feature
It is：Anchor block in the post（2）It is upper to carry the anchoring piece stretched in post concrete（21）；Anchor block in the beam（3）Upper band
There is the anchoring piece stretched in beam concrete（31）.
7. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 1 connects, its feature
It is：Anchor block in described post（2）, anchor block in beam（3）With power consumption core steel plate（1）Between be reliably connected for weld seam connect
Connect（6）.
8. the replaceable power consumption coupling assembly that the assembly concrete frame beam column according to claim 1,2 or 5 connects, its
It is characterised by：The constraint system（4）Length be slightly less than anchor block in the post（2）With anchor block in the beam（3）Between
Clear distance；The constraint system（4）With the power consumption core steel plate（1）Each respective surfaces between leave gap, this
Gap or by non-cohesive material（5）Filled.
9. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 8 connects, its feature
It is：Described constraint system（4）Structure include positioned at power consumption core steel plate（1）Two pieces of constraint cover plates of upper and lower both sides
（41）, positioned at power consumption core steel plate（1）Two block filling plates of the left and right sides（42）, by the constraint cover plate（41）With the filling
Plate（42）The connecting bolt being connected（43）With the pre-embedded bolt that above-mentioned part is fixed on beam-ends（44）；Described filling plate
（42）Or with one of constraint cover plate（41）It is connected as a single entity.
10. the replaceable power consumption coupling assembly that assembly concrete frame beam column according to claim 8 connects, its feature
It is：Described constraint system（4）Another kind of structure include positioned at power consumption core steel plate（1）One piece of constraint cover plate in outside
（41）, positioned at power consumption core steel plate around rear pouring concrete（45）With will constrain cover plate（41）It is fixed on the pre-embedded bolt of beam-ends
（44）；Described constraint cover plate（41）Both sides carry edge projection（411）；After component installation, described edge projection
（411）Positioned at the power consumption core steel plate（1）Both sides.
The replaceable power consumption coupling assembly of the 11. assembly concrete frame beam column connections according to claim 4,9 or 10,
It is characterized in that：When described power consumption core steel plate（1）Using middle part slot steel plate or polylith be arranged side by side steel plate when, it is described
Constraint system（4）Groove portion filling block is carried also（46）, it is placed in the space in the middle part of steel plate between fluting or plurality of steel plates；Described
Groove portion filling block（46）With one piece of constraint cover plate（41）It is connected as a single entity.
The replaceable power consumption coupling assembly of the 12. assembly concrete frame beam column connections according to claim 9 or 10, its
It is characterised by：Described constraint cover plate（41）With filling plate（42）On have bolt hole（47）, it is easy to connecting bolt（43）And/or it is pre-
Bury bolt（44）Align and pass through.
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| CN201710018132.0A CN106592807B (en) | 2017-01-11 | 2017-01-11 | Replaceable energy consumption connecting assembly for beam-column connection of assembled concrete frame |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710018132.0A CN106592807B (en) | 2017-01-11 | 2017-01-11 | Replaceable energy consumption connecting assembly for beam-column connection of assembled concrete frame |
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|---|---|
| CN106592807A true CN106592807A (en) | 2017-04-26 |
| CN106592807B CN106592807B (en) | 2022-02-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710018132.0A Active CN106592807B (en) | 2017-01-11 | 2017-01-11 | Replaceable energy consumption connecting assembly for beam-column connection of assembled concrete frame |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107254937A (en) * | 2017-08-07 | 2017-10-17 | 北京工业大学 | A kind of assembled power consumption girder connection of built-in X-shaped low-yield structural steel connecting member |
| CN107354999A (en) * | 2017-08-07 | 2017-11-17 | 中国地震局工程力学研究所 | It is a kind of to be easy to after shake the quickly assembled reinforced concrete structure beam-column connection of maintenance |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0776953A (en) * | 1993-09-08 | 1995-03-20 | Hazama Gumi Ltd | Damping structure |
| CN201381558Y (en) * | 2009-04-20 | 2010-01-13 | 贵阳铝镁设计研究院 | Insulated connection structure of steel-reinforced concrete column and steel-reinforced concrete connecting beam |
| CN102086677A (en) * | 2009-12-02 | 2011-06-08 | 张吉华 | Prefabricated reinforced concrete beam and connection joint of reinforced concrete column and beam |
| CN202672356U (en) * | 2012-07-03 | 2013-01-16 | 山东科技大学 | Rabbet connection node of precast reinforced concrete beam and beam-column joint |
| CN103132602A (en) * | 2013-02-27 | 2013-06-05 | 同济大学 | Self-resetting frame joint |
| CN103669592A (en) * | 2013-12-11 | 2014-03-26 | 中国能源建设集团广东省电力设计研究院 | Bending-resistant component and beam-column connecting joint |
| CN105525679A (en) * | 2016-01-21 | 2016-04-27 | 东南大学 | Local prestress assembly type energy-dissipating beam column joint |
| CN206408776U (en) * | 2017-01-11 | 2017-08-15 | 东南大学 | The replaceable power consumption connection component of assembly concrete frame beam column connection |
-
2017
- 2017-01-11 CN CN201710018132.0A patent/CN106592807B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0776953A (en) * | 1993-09-08 | 1995-03-20 | Hazama Gumi Ltd | Damping structure |
| CN201381558Y (en) * | 2009-04-20 | 2010-01-13 | 贵阳铝镁设计研究院 | Insulated connection structure of steel-reinforced concrete column and steel-reinforced concrete connecting beam |
| CN102086677A (en) * | 2009-12-02 | 2011-06-08 | 张吉华 | Prefabricated reinforced concrete beam and connection joint of reinforced concrete column and beam |
| CN202672356U (en) * | 2012-07-03 | 2013-01-16 | 山东科技大学 | Rabbet connection node of precast reinforced concrete beam and beam-column joint |
| CN103132602A (en) * | 2013-02-27 | 2013-06-05 | 同济大学 | Self-resetting frame joint |
| CN103669592A (en) * | 2013-12-11 | 2014-03-26 | 中国能源建设集团广东省电力设计研究院 | Bending-resistant component and beam-column connecting joint |
| CN105525679A (en) * | 2016-01-21 | 2016-04-27 | 东南大学 | Local prestress assembly type energy-dissipating beam column joint |
| CN206408776U (en) * | 2017-01-11 | 2017-08-15 | 东南大学 | The replaceable power consumption connection component of assembly concrete frame beam column connection |
Cited By (22)
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|---|---|---|---|---|
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| CN107354999A (en) * | 2017-08-07 | 2017-11-17 | 中国地震局工程力学研究所 | It is a kind of to be easy to after shake the quickly assembled reinforced concrete structure beam-column connection of maintenance |
| CN107254937A (en) * | 2017-08-07 | 2017-10-17 | 北京工业大学 | A kind of assembled power consumption girder connection of built-in X-shaped low-yield structural steel connecting member |
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| CN107905369B (en) * | 2017-12-25 | 2024-02-23 | 合肥工业大学 | Assembled frame beam column connection node |
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| CN108867862B (en) * | 2018-08-14 | 2023-09-05 | 大连理工大学 | Post-tensioned unbonded prestressed precast concrete recoverable beam column node |
| CN110359590A (en) * | 2019-07-05 | 2019-10-22 | 重庆大学 | A kind of dual anti-buckling connector laterally attached for Earthquake response |
| CN110359590B (en) * | 2019-07-05 | 2024-02-23 | 重庆大学 | Dual buckling-restrained connector for lateral connection of primary and secondary structures |
| CN110359633A (en) * | 2019-07-29 | 2019-10-22 | 东南大学 | A kind of concrete foot joint of the replaceable energy consumption connection component containing high ductility |
| CN111779142A (en) * | 2020-06-21 | 2020-10-16 | 上海城建职业学院 | Replaceable energy consumption connecting assembly for connecting beam column of fabricated building |
| CN112942681A (en) * | 2021-03-15 | 2021-06-11 | 重庆大学 | Assembled truss concrete beam capable of being quickly replaced after earthquake |
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