CN109837988A - A kind of ductility coupling beam waves steel frame system - Google Patents
A kind of ductility coupling beam waves steel frame system Download PDFInfo
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- CN109837988A CN109837988A CN201910178753.4A CN201910178753A CN109837988A CN 109837988 A CN109837988 A CN 109837988A CN 201910178753 A CN201910178753 A CN 201910178753A CN 109837988 A CN109837988 A CN 109837988A
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Abstract
The invention belongs to civil engineering Aseismic Structure System technical field, provides a kind of ductility coupling beam and wave steel frame system.The system bears vertical load by the bracing members frame of Vierendeel girder, frame column and bracing members composition, provides lateral rigidity and recovery capacity, remains elasticity by allowing steel column bottom that lifting occurs under geological process.By replaceable coupling beam and swing suspension column dissipation seismic energy, wherein the bracing members frame of the left and right sides is connected by replaceable coupling beam, frame column bottom uses swing suspension column.When the structural system is by geological process, by replaceable coupling beam and swing suspension column dissipation seismic energy, two sides bracing members frame is protected not destroy.Structural system clear concept of the invention, design is simple, and the mechanism of action is clear, and replaceable coupling beam and swing suspension column are connected by bolt with steel column as dissipative cell, dissipate input energy in earthquake, and the target that the fast quick-recovery of structural system uses function can be realized by replacing sinker after shake.
Description
Technical field
The invention belongs to civil engineering Aseismic Structure System technical fields, and in particular to a kind of ductility coupling beam waves steel frame
Structural system.
Background technique
In recent years, earth some areas enter Earthquake Activity Periods, and the earthquake of larger earthquake magnitude all occurs for the multiple places in the whole world,
Earthquake disaster it is new tendency be that economic loss caused by disaster is extremely huge, disaster occur after it is huge reconstruction and reparation at
This, so that " toughness is taken precautions against natural calamities " becomes research trend of taking precautions against natural calamities new at present.Disaster Prevention Design towards " toughness " is exactly to pass through promotion work
The Disaster Defense Capability of journey structure, or the recovery difficulty of control engineering structure disaster, thus when reaching reduction earthquake loss and restoring
Between target.
Damage mode of the existing steel frame structural system under geological process and energy consumption position control difficulty are larger, " strong
The global failure mode of the weak beam of column " is difficult to ensure, and the damage of calamity rear part is serious, residual deformation is big, repairs difficult.Swinging structure
System is waved by structural integrity as one of the structural system with recoverable function and prevents weak floor, make structure
Each layer stratified deformation reaches unanimity, to reduce the damage of residual deformation and main structure component, realizes the need of " toughness is taken precautions against natural calamities "
It asks.
Therefore, the present invention is by separating the bearing function of traditional steel frame structural system with energy consumption function, in conjunction with waving
The technical concept of structure, runback bit architecture and energy-dissipating and shock-absorbing, it is intended to which fast quick-recovery uses function after designing the achievable shake of one kind
New structural systen.
Summary of the invention
It is an object of the invention to propose that a kind of ductility coupling beam waves steel frame structural system, which passes through two sides steel branch
Support frame frame provides lateral rigidity and recovery capacity, replaceable coupling beam and swing suspension column dissipation seismic energy.
To achieve the above object, the invention adopts the following technical scheme:
A kind of ductility coupling beam waves steel frame system, is mainly made of multiple bracing members frames, passes through between bracing members frame
Replaceable coupling beam 4 and energy-dissipating type bean column node 5 cooperate, and realize connection；The frame column 2 of bracing members base of frame is connected with swing
Suspension column 6 realizes lifting and the return of bracing members frame by swing suspension column 6；
The bracing members frame is mainly made of Vierendeel girder 1, frame column 2 and bracing members 3, for bearing vertical load,
And lateral rigidity is provided, elasticity is remained by allowing bracing members base of frame that lifting occurs under geological process；Steel branch
Steel frame system is waved by replaceable coupling beam 4 and the mating connection composition ductility coupling beam of energy-dissipating type bean column node 5 between support frame frame, when
When the ductility coupling beam waves steel frame system by geological process, by 6 dissipation seismic energy of replaceable coupling beam 4 and swing suspension column
Amount, protects two sides bracing members frame not destroy.
Vierendeel girder 1, frame column 2 and the bracing members 3 are the steel member section shape of i shaped cross section or square steel tube section
Formula；Vierendeel girder 1 is welded between two frame columns 2, forms multiple basic frameworks, and bracing members 3 are respectively welded at frame by gusset plate 7
It sets a roof beam in place 1, frame column, 2 end, is located at basic framework inner opposite angle line.
The replaceable coupling beam 4 and frame column 2 is connected by high-strength bolt 53, using energy-dissipating type bean column node 5, the section
Point uses friction-type sinker, shearing-type sinker or viscous damper.4 top flange of replaceable coupling beam and frame column 2
It is connected by T-shaped plate 51 using high-strength bolt 53, replaceable 4 lower flange of coupling beam and frame column 2 are used by friction energy dissipation device 52
High-strength bolt 53 connects, and wherein friction energy dissipation device 52 opens long hole, between replaceable 4 lower flange of coupling beam and friction energy dissipation device 52
Latten(-tin) 54 is set.
The energy-dissipating type bean column node 5 is introduced in structural system of the present invention in the present invention by taking friction-type sinker as an example
Played in effect.It is weaker than Vierendeel girder 1 and frame column 2 by the friction energy dissipation device 52 at design energy-dissipating type bean column node 5, thus
When the structural system meets with geological process, consumed energy using the pivoting friction at node.It sets up defences under geological process, friction energy dissipation device
52 do not generate sliding, resist by stiction；Start to slide under rarely occurred earthquake effect, utilizes friction energy-dissipating.Pass through after shake
It is appropriate to adjust the pretightning force of high-strength bolt 53 at friction energy dissipation device 52, replacement friction energy dissipation device 52, thus quickly extensive after reaching shake
The purpose of function is used again.
It is arbitrarily provided simultaneously with the ability of waving and energy dissipation capacity foot joint form can be used as the swing suspension column 6.
The swing suspension column 6 is mainly by frame column 2, thin bottom plate 61, thick bottom plate 62, outer anchor bolt 63, interior anchor bolt 64, sand
It starches bed course 65 and concrete foundation 66 forms；Wherein, the thin bottom plate 61 is hollow structure, is welded to connect with thick bottom plate 62, interior
Anchor bolt 64 passes through thick bottom plate 62 and is embedded in concrete foundation 66 in advance with mortar bed 65, and outer anchor bolt 63 passes through thin bottom plate 61 and mortar
Bed course 65 is embedded in advance in concrete foundation 66, and frame column 2 and thick bottom plate 62 are welded to connect.
The swing suspension column 6 is a kind of double exposed steel kind designs of surrender mechanism, by the way that two layers of steel sole plate is arranged, wherein
Thick bottom plate 62 is worked together with interior anchor bolt 64, is formed anchor bolt and is surrendered mechanism, and the self-resetting capability of common exposed suspension column is kept；It is thin
The surrender energy consumption of bottom plate 61, forms bottom plate and surrenders mechanism, improves the energy dissipation capacity of common exposed suspension column；In frequently occurred earthquake and set up defences
Under geological process, swing suspension column 6 is always maintained at elasticity, and predominantly structure provides the ability of lifting and return；In rarely occurred earthquake
It under effect, surrenders, starts dissipation seismic energy；Thin bottom plate 61 can still play work under very big geological process simultaneously
With to prevent structure from collapsing.
Beneficial effects of the present invention:
(1) structural system simple structure of the invention, carrying are separated with energy consumption function, and the mechanism of action is clear, replaceable company
Beam and swing suspension column are connected by bolt with steel column as dissipative cell, and dissipate input energy in earthquake, and after shake
Function can be used by quick-recovery fastly.
(2) the bracing members frame with bearing function is elastic always under geological process and provides recovery capacity, promotes layer
Between angle of displacement be uniformly distributed along story height, avoid the occurrence of weak floor, and the component in no replacement is required after shaking bracing members frame,
It can guarantee the use function of structural system.
(3) it is used as a kind of high performance structures system, there is multiple seismic-proof, replaceable coupling beam is anti-as first of antidetonation
Line, when structure by set up defences geological process when start to surrender, dissipation seismic energy.Swing suspension column as second defence line, when
Start to surrender when structure is acted on by rarely occurred earthquake, makes structural system that there is super expected bearing capacity.
(4) it is conducive to realize the prefabricated construction of structure, all structural elements, replaceable coupling beam energy-dissipating type node and swing
Foot joint can be prefabricated in the factory, and scene of transporting to carries out assembled.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention.
Fig. 2 is the organigram of a kind of replaceable coupling beam of the invention and energy-dissipating type bean column node.
Fig. 3 is a kind of organigram of swing foot joint of the invention.
Fig. 4 is a kind of schematic top plan view of swing foot joint of the invention.
Figure label: 1 Vierendeel girder；2 frame columns；3 bracing members；4 replaceable coupling beams；5 energy-dissipating type bean column nodes；6 is swing
Suspension column；7 gusset plates；51T shape plate；52 friction energy dissipation devices；53 high-strength bolts；54 latten(-tin)s；61 thin bottom plates；62 thick bottom plates；Outside 63
Anchor bolt；Anchor bolt in 64；65 mortar beds；66 concrete foundations.
Specific embodiment
Below in conjunction with attached drawing and in conjunction with the embodiments, the present invention is described in further detail.
Embodiment 1: as shown, the present invention is that a kind of ductility coupling beam waves steel frame structural system, mainly by Vierendeel girder
1, frame column 2, bracing members 3, replaceable coupling beam 4, energy-dissipating type bean column node 5 and swing suspension column 6 form.Vierendeel girder 1, frame column
2 and bracing members 3 form bracing members frame, bracing members 3 are mounted on the inner opposite angle line position of every layer of two sides bracing members frame, by can
The bracing members frame of the left and right sides is connected by replacement coupling beam 4, and replaceable coupling beam 4 passes through 5 phase of energy-dissipating type bean column node with frame column 2
Even, 2 bottom of frame column uses swing suspension column 6.
The Vierendeel girder 1 is the steel members section form such as i shaped cross section or square steel tube section.
The frame column 2 is the steel members section form such as i shaped cross section or square steel tube section.
The bracing members 3 are the steel members section form such as i shaped cross section or square steel tube section.
The replaceable coupling beam 4 is the steel members section form such as i shaped cross section or square steel tube section.
Further, as shown in Figure 1, the Vierendeel girder 1 and the frame column 2 are welded to connect, the bracing members 3 with it is described
Gusset plate 7 is welded to connect, and the gusset plate 7 is welded to connect with the Vierendeel girder 1 and the frame column 2.
Further, as shown in Fig. 2, the replaceable coupling beam 4 is bolted with the frame column 2, using friction-type
Bean column node 5, frame column 2 described in replaceable 4 top flange of coupling beam are connected by the T-shaped plate 51 using high-strength bolt 53,
4 lower flange of replaceable coupling beam is connect by the friction energy dissipation device 52 using high-strength bolt 53 with the frame column 2, wherein
Friction energy dissipation device 52 opens long hole, and the latten(-tin) 54 is arranged between replaceable 4 lower flange of coupling beam and friction energy dissipation device 52.
Further, as shown in Figures 3 and 4, the swing suspension column 6 is mainly by frame column 2, thin bottom plate 61, thick bottom plate
62, outer anchor bolt 63, interior anchor bolt 64, mortar bed 65 and concrete foundation 66 form.Wherein, the thin bottom plate 61 is hollow knot
Structure is welded to connect with the thick bottom plate 62, and the interior anchor bolt 64 passes through the thick bottom plate 62 and is embedded in advance with the mortar bed 65
In the concrete foundation 66, the outer anchor bolt 63 passes through the thin bottom plate 61 and is embedded in the coagulation in advance with the mortar bed 65
In earth foundation 66, the frame column 2 is welded to connect with the thick bottom plate 62.
All composition components that the new ductile coupling beam waves steel frame structural system can be achieved prefabrication, show
Field is assembled.
The present invention is real by replacement energy dissipator after shake by replaceable coupling beam and swing suspension column dissipation seismic energy
Now quickly repair the target of damaged member.Wherein swing suspension column has preferable self-resetting capability and energy dissipation capacity, and remnants become
Shape is small, provides lateral rigidity and restoring force by bracing members frame, structural system is made to avoid the occurrence of weak floor, have multiple tracks antidetonation
Defence line, while can realize that structural system fast quick-recovery after shake uses the target of function.Clear concept of the present invention, it is easy for construction,
Cost is reasonable, will be widely used in the Important building structure of high intensity Zone.
What has been described above is only a preferred embodiment of the present invention, and shown in the drawings is also embodiments of the present invention
One of, actual structure is not limited to this.It should be pointed out that obviously can be easily right for those skilled in the art
These embodiments make various modifications.Therefore, the present invention is not limited to the above embodiments, and those skilled in the art are according to the present invention
It discloses, improvement and modification made without departing from the scope of the present invention are not inventively designed similar with the technical solution
Structure type and embodiment, all should within protection scope of the present invention, these all will not influence the effect that the present invention is implemented
And patent practicability.
Claims (6)
1. a kind of ductility coupling beam waves steel frame system, which is characterized in that it is main that the ductility coupling beam waves steel frame system
It is made of multiple bracing members frames, is cooperated between bracing members frame by replaceable coupling beam (4) and energy-dissipating type bean column node (5), it is real
Now connect；The frame column (2) of bracing members base of frame is connected with swing suspension column (6), realizes steel branch by swing suspension column (6)
The lifting of support frame frame and return；
The bracing members frame is mainly made of Vierendeel girder (1), frame column (2) and bracing members (3), for bearing vertical lotus
It carries, and lateral rigidity is provided, remain elasticity by allowing bracing members base of frame that lifting occurs under geological process；Steel
Steel frame is waved by replaceable coupling beam (4) and energy-dissipating type bean column node (5) mating connection composition ductility coupling beam between braced frame
System, when the ductility coupling beam waves steel frame system by geological process, by replaceable coupling beam (4) and swing suspension column (6)
Dissipation seismic energy protects two sides bracing members frame not destroy.
2. ductility coupling beam according to claim 1 waves steel frame system, which is characterized in that the Vierendeel girder (1), frame
Trestle (2) and bracing members (3) are the steel member section form of i shaped cross section or square steel tube section；Vierendeel girder (1) is welded on two
Between frame column (2), multiple basic frameworks are formed, bracing members (3) are respectively welded at Vierendeel girder (1), frame by gusset plate (7)
Column (2) end is located at basic framework inner opposite angle line.
3. ductility coupling beam according to claim 1 or 2 waves steel frame system, which is characterized in that the replaceable company
Beam (4) and frame column (2) are connected by high-strength bolt (53), and using energy-dissipating type bean column node (5), which is disappeared using friction-type
It can device, shearing-type sinker or viscous damper.
4. ductility coupling beam according to claim 3 waves steel frame system, which is characterized in that the replaceable coupling beam
(4) top flange is connect by T-shaped plate (51) using high-strength bolt (53) with frame column (2), replaceable coupling beam (4) lower flange and frame
Trestle (2) is connected by friction energy dissipation device (52) using high-strength bolt (53), and wherein friction energy dissipation device (52) opens long hole, replaceable
Latten(-tin) (54) are set between coupling beam (4) lower flange and friction energy dissipation device (52).
5. ductility coupling beam according to claim 1,2 or 4 waves steel frame system, which is characterized in that the swing column
Foot (6) is mainly by frame column (2), thin bottom plate (61), thick bottom plate (62), outer anchor bolt (63), interior anchor bolt (64), mortar bed (65)
It is formed with concrete foundation (66)；Wherein, the thin bottom plate (61) is hollow structure, is welded to connect with thick bottom plate (62), interior anchor
Bolt (64) passes through thick bottom plate (62) and mortar bed (65) are embedded in advance in concrete foundation (66), and outer anchor bolt (63) passes through thin bottom plate
(61) it is embedded in concrete foundation (66) in advance with mortar bed (65), frame column (2) and thick bottom plate (62) are welded to connect.
6. ductility coupling beam according to claim 3 waves steel frame system, which is characterized in that the swing suspension column (6)
Mainly by frame column (2), thin bottom plate (61), thick bottom plate (62), outer anchor bolt (63), interior anchor bolt (64), mortar bed (65) and mix
Solidifying earth foundation (66) composition；Wherein, the thin bottom plate (61) is hollow structure, is welded to connect with thick bottom plate (62), interior anchor bolt
(64) it passes through thick bottom plate (62) and mortar bed (65) is embedded in advance in concrete foundation (66), outer anchor bolt (63) passes through thin bottom plate
(61) it is embedded in concrete foundation (66) in advance with mortar bed (65), frame column (2) and thick bottom plate (62) are welded to connect.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910178753.4A CN109837988B (en) | 2019-03-11 | 2019-03-11 | Ductile coupling beam swinging steel frame system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910178753.4A CN109837988B (en) | 2019-03-11 | 2019-03-11 | Ductile coupling beam swinging steel frame system |
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| CN109837988A true CN109837988A (en) | 2019-06-04 |
| CN109837988B CN109837988B (en) | 2020-10-20 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110206224A (en) * | 2019-06-20 | 2019-09-06 | 大连理工大学 | The bending steel truss coupling beam of fast quick-recovery after a kind of shake with frcition damper |
| CN110344432A (en) * | 2019-07-01 | 2019-10-18 | 大连理工大学 | A kind of pin-connected panel damages controllable steel kind design |
| CN110344496A (en) * | 2019-06-20 | 2019-10-18 | 浙江大东吴建筑科技有限公司 | A kind of assembled is partially filled with group frame-support construction and its construction method |
| CN111255255A (en) * | 2020-01-19 | 2020-06-09 | 华侨大学 | Anti-seismic reinforcing method for frame structure building |
| CN111705796A (en) * | 2020-05-27 | 2020-09-25 | 中犇建设有限公司 | Prefabricated part for assembly type building construction |
| CN113107251A (en) * | 2021-04-11 | 2021-07-13 | 北京工业大学 | Steel anti-buckling angle brace with high-strength energy absorption function |
| CN113374325A (en) * | 2021-04-11 | 2021-09-10 | 北京工业大学 | Assembled steel structure based on self-resetting angle braces and energy dissipation coupling beams |
| CN114829715A (en) * | 2020-11-27 | 2022-07-29 | 株式会社泷川寺社建筑 | Wood column arrangement structure |
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| CN107354863A (en) * | 2017-07-21 | 2017-11-17 | 华侨大学 | A kind of assembled gate-type round steel pipe bridge pier that power consumption binder is set |
| CN108756004A (en) * | 2018-06-22 | 2018-11-06 | 大连理工大学 | A kind of exposed steel kind design of double surrender mechanism and its construction method |
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| CN106760857A (en) * | 2017-02-17 | 2017-05-31 | 同济大学 | A kind of recovered functional framework structural system of application particle damping |
| CN107354863A (en) * | 2017-07-21 | 2017-11-17 | 华侨大学 | A kind of assembled gate-type round steel pipe bridge pier that power consumption binder is set |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206224A (en) * | 2019-06-20 | 2019-09-06 | 大连理工大学 | The bending steel truss coupling beam of fast quick-recovery after a kind of shake with frcition damper |
| CN110344496A (en) * | 2019-06-20 | 2019-10-18 | 浙江大东吴建筑科技有限公司 | A kind of assembled is partially filled with group frame-support construction and its construction method |
| WO2020253099A1 (en) * | 2019-06-20 | 2020-12-24 | 浙江大东吴建筑科技有限公司 | Assembled partially filled combined frame-support structure and construction method therefor |
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| CN110344432A (en) * | 2019-07-01 | 2019-10-18 | 大连理工大学 | A kind of pin-connected panel damages controllable steel kind design |
| CN111255255A (en) * | 2020-01-19 | 2020-06-09 | 华侨大学 | Anti-seismic reinforcing method for frame structure building |
| CN111705796A (en) * | 2020-05-27 | 2020-09-25 | 中犇建设有限公司 | Prefabricated part for assembly type building construction |
| CN111705796B (en) * | 2020-05-27 | 2022-07-22 | 中犇建设有限公司 | Prefabricated part for assembly type building construction |
| CN114829715A (en) * | 2020-11-27 | 2022-07-29 | 株式会社泷川寺社建筑 | Wood column arrangement structure |
| CN114829715B (en) * | 2020-11-27 | 2024-04-05 | 株式会社泷川寺社建筑 | Structure for arranging wooden column |
| CN113107251A (en) * | 2021-04-11 | 2021-07-13 | 北京工业大学 | Steel anti-buckling angle brace with high-strength energy absorption function |
| CN113374325A (en) * | 2021-04-11 | 2021-09-10 | 北京工业大学 | Assembled steel structure based on self-resetting angle braces and energy dissipation coupling beams |
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