CN206256542U - The earthquake-resistant building structure of the steel frame with dissipative links and chiasma type central supported - Google Patents
The earthquake-resistant building structure of the steel frame with dissipative links and chiasma type central supported Download PDFInfo
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- CN206256542U CN206256542U CN201720068596.8U CN201720068596U CN206256542U CN 206256542 U CN206256542 U CN 206256542U CN 201720068596 U CN201720068596 U CN 201720068596U CN 206256542 U CN206256542 U CN 206256542U
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- dissipative links
- support bar
- building structure
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Abstract
The utility model discloses a kind of steel frame with dissipative links and the earthquake-resistant building structure of chiasma type central supported, it includes rectangular steel-tube concrete column, girder steel, dissipative links and support bar；The strength grade of steel used is followed successively by：Rectangular steel-tube concrete column, girder steel, dissipative links, support bar, in the case of by lateral force, surrender successively in the following order：Support bar, dissipative links, girder steel, rectangular steel-tube concrete column.The utility model can be produced using industrial production line, scene carries out fabricated construction, meet the requirement of green construction, index formation, it is favorably improved Building technology level and construction quality, advance the development of steel building, and meet overall anti-seismic performance and the Lateral resisting ability requirement of highly seismic region, there is enough bearing capacities, rigidity and anti-seismic performance.
Description
Technical field
The utility model belongs to construction engineering technical field, is related to a kind of steel frame with dissipative links and chiasma type center branch
The earthquake-resistant building structure of support, can be widely applied to during there is a residential architecture of antidetonation demand in house, apartment etc..
Background technology
Steel construction has the comprehensive advantage such as resource reusable edible, low in the pollution of the environment, the characteristics of highlight environmental protection, symbol
Close reduction resource consumption, the basic ideas preserved the ecological environment that " 13 " planning is proposed.At present, the development of steel construction faces
Good opportunity, steel are green building materials, and the characteristics of steel construction has Introduction To Green Ecological Buildings, its development will necessarily cause government
With the attention and support of social each side.Steel construction, will be more next used as the Green environmental-protection building system for meeting industrial development direction
More show the good prospect of its development.
Traditional architecture mainly uses concrete structure, is needed in work progress largely manually, and constructed at the scene
A large amount of timber are consumed in journey, a large amount of waste water and airborne dust is produced.In recent years, China's building industry sustained and rapid development, but steel construction
The relative development of house is more slow, and existing steel structure system also imperfection, structural system is single, with apartment feature not
Match somebody with somebody, the good anti-seismic performance that steel construction has can not be embodied compared with highly seismic region structural system, while rigidity is on the weak side, it is unfavorable
In the utilization and extention in multi-rise building.How lifting steel structural is utilized in the overall anti-seismic performance and anti-lateral displacement compared with highly seismic region
Ability, with enough bearing capacities, rigidity and anti-seismic performance, can be perfectly suitable for house, the public affairs of basic, normal, high intensity area
The requirement of the residential architectures such as residence, this is the technical problem that the utility model is expected to solve at present.
The content of the invention
In order to overcome above mentioned problem, the utility model is provided for the residential architecture such as house, apartment of basic, normal, high intensity area
A kind of superior performance, the steel frame with dissipative links for earthquake-resistant structure that economic benefit is good, social benefit is protruded with intersect
The earthquake-resistant building structure of type central supported.
The technical solution of the utility model is to provide the antidetonation of a kind of steel frame with dissipative links and chiasma type central supported
Building structure, it includes several rectangular steel-tube concrete columns for setting perpendicular to the ground, it is characterised in that：The rectangular steel pipe is mixed
Being horizontally disposed with solidifying earth pillar has the girder steel or dissipative links of several adjacent rectangular steel-tube concrete columns of connection, several supports
On the oblique node being connected between the rectangular steel-tube concrete column and non-power consumption girder steel of bar, the concrete-filled rectangular steel tube
Post, girder steel, dissipative links and support bar collectively form the earthquake-resistant building structure；Steel used by the rectangular steel-tube concrete column
More than or equal to the strength grade of steel used by the girder steel, the strength grade of steel is more than or equal to strength grade used by the girder steel
The strength grade of steel used by the dissipative links, the strength grade of steel used by the dissipative links is more than or equal to the support bar institute
With the strength grade of steel, selected by above-mentioned material so that the earthquake-resistant building structure is in the situation by lateral force
Under, surrender successively in the following order：Support bar, dissipative links, girder steel, rectangular steel-tube concrete column.
Preferably, the length of the dissipative links is 1~2m.
Preferably, between the rectangular steel-tube concrete column and the girder steel on the outside of the steel-frame structure of the earthquake-resistant structure
Rigid connection, is connected between the rectangular steel-tube concrete column and the girder steel on the inside of the steel-frame structure of the earthquake-resistant structure by hinge
Connect.
Preferably, the width thickness ratios of the girder steel on the inside of the steel-frame structure of the earthquake-resistant structure are C classes section.
Preferably, rigid connection between the dissipative links and the rectangular steel-tube concrete column.
Preferably, the support bar is spring layer chiasma type support bar, and the two ends of the support bar are hinged on the rectangle steel
On node between pipe concrete column and girder steel.
Preferably, the rectangular steel-tube concrete column includes a rectangular steel pipe, passes through in the centre bore of the rectangular steel pipe
Concrete Filled.
Preferably, the concrete for filling the centre bore of the rectangular steel pipe is normal concrete, high-strength concrete, lightweight aggregate
Concrete or self-compacting concrete.
Preferably, it is same with the support bar across the girder steel section size more than it is non-with the support bar it is same across
The girder steel section size.
Preferably, it is same with the support bar across the girder steel and the rectangular steel-tube concrete column rigid connection.
Steel frame with dissipative links of the present utility model can use work with the earthquake-resistant building structure of chiasma type central supported
Industry metaplasia producing line is produced, and scene carries out fabricated construction, meets the requirement of green construction, index formation, is favorably improved building
Technical merit and construction quality, advance the development of steel building, and meet the overall anti-seismic performance and anti-lateral displacement of highly seismic region
Capability Requirement, has the advantages that enough bearing capacities, rigidity and anti-seismic performance.
Brief description of the drawings
Fig. 1 is the earthquake-resistant structure knot of a kind of typical steel frame with dissipative links of the utility model and chiasma type central supported
The floor plan of structure；
Fig. 2 is the earthquake-resistant structure knot of a kind of typical steel frame with dissipative links of the utility model and chiasma type central supported
The dimensional structure diagram of structure；
Fig. 3 is the earthquake-resistant structure knot of a kind of typical steel frame with dissipative links of the utility model and chiasma type central supported
Structure is vertically arranged structural representation.
Specific embodiment
Specific embodiment of the present utility model is described in further detail below.
As shown in Figure 1 to Figure 3, the earthquake-resistant structure of the steel frame with dissipative links of the present utility model and chiasma type central supported
Structure includes rectangular steel-tube concrete column 10, girder steel（Including being hinged girder steel 121, rigid connection girder steel 122）, dissipative links 14, support bar
16 grade components, constitute the dual lateral resisting structure of support and steel frame.For total, support bar 16 is the 1st road defence line, rate
First surrender；Dissipative links 14 are the 2nd road defence line, are surrendered again after the surrender of support bar 16；Girder steel is the 3rd road defence line；Rectangular steel pipe is mixed
Solidifying earth pillar 10 is last line of defense, i.e. the 4th road defence line.Steel-frame structure purpose of the present utility model is to lift earthquake-resistant structure
Overall anti-seismic performance and Lateral resisting ability.
Further to lift economic benefit：For the girder steel inside earthquake-resistant building structure, use and rectangle are substantially
What steel core concrete column 10 was hinged is hinged girder steel 121（It is a small number of it is same with support bar 16 across rigid connection girder steel except）.It is hinged girder steel
121 are easy for installing using the benefit being hinged, and will not too much weaken the Lateral resisting ability of system, can be set by non-antidetonation component
Meter, without interface ductility demand, width thickness ratios can be C classes section, reduce cost.In the peripheral frame of earthquake-resistant building structure, adopt
With the rigid connection girder steel 122 of rigid connection between rectangular steel-tube concrete column 10, and such as Q345 higher-strengths grade steel are used, with
Lift bearing capacity, rigidity and the anti-seismic performance of steel-frame structure.
Support bar 16 is spring layer chiasma type support bar 16, is designed according to only tension, more economical.
Rectangular steel-tube concrete column 10 uses rectangular steel pipe, to make full use of the compressive property of concrete, reduces cost, together
When be easy to be connected with girder steel.To make full use of high strength steel, more preferable lifting steel structural social benefit, except the special component
Outward, girder steel, rectangular steel-tube concrete column 10 typically use such as Q345 higher-strengths grade steel.
Dissipative links 14 are the less beams of span in steel-frame structure, and 1.5 meters of usual span is rigid connection with the post at two ends, is cut
Face can be identical with general rigid connection girder steel 122, but material uses such as Q235 strength grades low-yield steel, because relatively low bend
The steel for taking point can properly increase the ductility of coupling beam, and enable that dissipative links 14 take the lead in surrendering simultaneously, play energy dissipation capacity.
Support bar 16 can be needed by house type and structural system requirement is arranged, and support bar 16 is hinged and girder steel using two ends
With the node of rectangular steel-tube concrete column 10.Support bar 16 is designed by pull bar, and seismic behavior on the basis of anti-seismic grade of the structures by carrying
Rise one-level to determine, material uses such as Q235 strength grades low-yield steel, to lift the ductility of support bar 16.
With support bar 16 be located at it is same across the rectangular steel-tube concrete column 10 at rigid connection girder steel 122 and two ends use rigid connection,
And sectional dimension is suitably increased than other rigid connection girder steels 122, while using superpower design, so that after the reinforcing of the plasticity of support bar 16
Rigid connection girder steel 122 can be surrendered, and its material uses such as Q345 higher-strengths grade steel, so that the rigid connection girder steel at support bar 16
122 have certain margin of safety.
Rectangular steel-tube concrete column 10 is rectangular steel-tube concrete column, and its filling uses normal concrete, height with concrete
Reinforced concrete, lightweight aggregate concrete or self-compacting concrete, recommend using C50 or so strong concrete.
Steel frame with dissipative links of the present utility model has following excellent with the earthquake-resistant building structure of chiasma type central supported
Point：
1st, without formwork, do not use reinforcing bar, no-reinforcing-bar colligation operation, concrete to be directly poured in rectangular steel pipe, construct
Speed is fast；
2nd, post makes full use of the intensity of steel, and the rigidity of concrete, two kinds of material advantage complementations are collectively formed a kind of efficient
Lateral resistant member；
3rd, it is easy to standardization, modularization, factorial praluction reduces site operation link, reduces on-site noise, powder
Dirt, waste entrainment, standardization, modularization, the work progress of batch production are easy to ensure component quality, raising engineering quality；
4th, system is dual Lateral Resistant System, possesses multiple defence line, with good anti-seismic performance and anti-lateral displacement performance, energy
Enough it is perfectly suitable in the residential architectures such as the house of basic, normal, high intensity area, apartment.
5th, system has taken into full account the difference of structure Component Importance, the difference of seismic behavior.According to the importance of component
With the difference of seismic behavior etc., different strength grade materials and section are used to component, the characteristics of taken into full account component,
Cost is at utmost reduced while ensureing rational in infrastructure safe and reliable.
6th, system has carried out clearly being distinguished on mechanics for beam, employs different connected modes, is ensuring structure conjunction
While reason is reliable, construction is substantially facilitated, save material, reduce cost.
Above example is only a kind of the utility model implementation method therein, and its description is more specific and detailed, but simultaneously
Therefore the limitation to the utility model the scope of the claims can not be interpreted as.It should be pointed out that for the ordinary skill of this area
For personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these belong to this
The protection domain of utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.
Claims (10)
1. the earthquake-resistant building structure of a kind of steel frame with dissipative links and chiasma type central supported, it includes several perpendicular to the ground
The rectangular steel-tube concrete column of setting, it is characterised in that：Being horizontally disposed with the rectangular steel-tube concrete column has several to connect
The girder steel or dissipative links of the adjacent rectangular steel-tube concrete column, several support bars are oblique to be connected to the rectangular steel pipe coagulation
On node between earth pillar and non-power consumption girder steel, the rectangular steel-tube concrete column, girder steel, dissipative links and support bar are collectively formed
The earthquake-resistant building structure；The strength grade of steel used by the rectangular steel-tube concrete column is more than or equal to steel used by the girder steel
The strength grade of material, the strength grade of steel used by the girder steel is more than or equal to the strength grade of steel used by the dissipative links,
The strength grade of steel used by the dissipative links is more than or equal to the strength grade of steel used by the support bar, by above-mentioned material
Selection so that the earthquake-resistant building structure is surrendered successively in the following order in the case of by lateral force：Support bar,
Dissipative links, girder steel, rectangular steel-tube concrete column.
2. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 1 and chiasma type central supported, it is special
Levy and be：The length of the dissipative links is 1~2m.
3. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 1 and chiasma type central supported, it is special
Levy and be：Rigid connection between the rectangular steel-tube concrete column and the girder steel on the outside of the steel-frame structure of the earthquake-resistant structure, should
It is hinged between the rectangular steel-tube concrete column and the girder steel on the inside of the steel-frame structure of earthquake-resistant structure.
4. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 3 and chiasma type central supported, it is special
Levy and be：The width thickness ratios of the girder steel on the inside of the steel-frame structure of the earthquake-resistant structure are C classes section.
5. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 1 and chiasma type central supported, it is special
Levy and be：Rigid connection between the dissipative links and the rectangular steel-tube concrete column.
6. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 1 and chiasma type central supported, it is special
Levy and be：The support bar is spring layer chiasma type support bar, and the two ends of the support bar are hinged on the concrete-filled rectangular steel tube
On node between post and girder steel.
7. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 1 and chiasma type central supported, it is special
Levy and be：The rectangular steel-tube concrete column includes a rectangular steel pipe, is filled out by concrete in the centre bore of the rectangular steel pipe
Fill.
8. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 7 and chiasma type central supported, it is special
Levy and be：Fill the rectangular steel pipe centre bore concrete for normal concrete, high-strength concrete, lightweight aggregate concrete or
Person's self-compacting concrete.
9. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 1 and chiasma type central supported, it is special
Levy and be：It is same with the support bar across the girder steel section size more than it is non-with the support bar it is same across the steel
The size of beam section.
10. the earthquake-resistant building structure of the steel frame with dissipative links according to claim 1 and chiasma type central supported, it is special
Levy and be：It is same with the support bar across the girder steel and the rectangular steel-tube concrete column rigid connection.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720068596.8U CN206256542U (en) | 2017-01-20 | 2017-01-20 | The earthquake-resistant building structure of the steel frame with dissipative links and chiasma type central supported |
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| CN201720068596.8U CN206256542U (en) | 2017-01-20 | 2017-01-20 | The earthquake-resistant building structure of the steel frame with dissipative links and chiasma type central supported |
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| CN206256542U true CN206256542U (en) | 2017-06-16 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677338A (en) * | 2017-01-20 | 2017-05-17 | 中衡设计集团股份有限公司 | Anti-seismic building structure provided with steel frame and crossed central support with link beams |
-
2017
- 2017-01-20 CN CN201720068596.8U patent/CN206256542U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677338A (en) * | 2017-01-20 | 2017-05-17 | 中衡设计集团股份有限公司 | Anti-seismic building structure provided with steel frame and crossed central support with link beams |
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