CN206053404U - Prefabricated integral frame buckling-resistant support structure - Google Patents
Prefabricated integral frame buckling-resistant support structure Download PDFInfo
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- CN206053404U CN206053404U CN201620491687.8U CN201620491687U CN206053404U CN 206053404 U CN206053404 U CN 206053404U CN 201620491687 U CN201620491687 U CN 201620491687U CN 206053404 U CN206053404 U CN 206053404U
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- buckling
- frame body
- building frame
- support structure
- supports
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- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 5
- 230000010412 perfusion Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 23
- 238000009417 prefabrication Methods 0.000 abstract description 14
- 238000005516 engineering process Methods 0.000 abstract description 9
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012946 outsourcing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
This utility model provides a kind of prefabricated integral frame buckling-resistant support structure, including building frame body, the building frame body is many Pin frameworks, it is made up of Vierendeel girder and frame column, the building frame body also includes many anti-buckling supports for being arranged on building frame body interior, in described each anti-buckling support, each two is intersected in triangular shape；Aforementioned in triangular shape two anti-buckling supports, are connected with building frame body by connecting node respectively, and the top of two anti-buckling supports is fixedly connected on the Vierendeel girder of horizontally set, and the bottom of two anti-buckling supports is fixedly connected with frame column respectively；This utility model replaces shear wall, avoiding shear wall needs a difficult problem for poured in place concrete construction and precast shear wall assembling construction, and then realize whole prefabrication and assembly constructions of high-rise frame-buckling-resistant support structure system components, the prefabrication and assembly construction rate of this class formation is improve, is developed the assembled architecture technology of high-rise frame-buckling-resistant support structure.
Description
Technical field
This utility model is related to a kind of prefabricated integral frame buckling-resistant support structure, belongs to prefabricated integral frame structure
Field.
Background technology
Realize building industrialization can with energy-saving and emission-reduction, environmental protection, improve construction quality, reduce building industry it is artificial into
Originally, mitigate the labor intensity of builder, shorten the construction period, be the Main way of building industry upgrading and transformation.Building structure
Prefabrication and assembly construction is the most basic technology of building industrialization.
Reasonable selection fabric structure system is to design prefabrication and assembly constructionization to build important content, and realizes building industry
Change one of technology of most critical.
According to current domestic current specification, prefabrication and assembly construction frame system is used for many room buildings.For skyscraper, framework
Structure need to typically set up some shear walls as main lateral resistant member.But current specifications requires that shear wall preferably adopts cast in situs
Concrete construction, according to prefabricated assembled shear wall, the prefabrication and assembly construction technology of shear wall is also not reaching to convenient construction and is easy to
The level of construction.So to entire infrastructure structures such as the building using Frame _ Shear Wall Structure system, wall to be realized, post, beam, plates
The prefabrication and assembly construction of part, is relatively difficult under the constraint of prevailing conditions.In view of the foregoing, the prefabrication and assembly construction of skyscraper
Rate is subject to a definite limitation, and the prefabrication and assembly construction low construction efficiency at scene, constrains such structural construction industrialization technology
Using with development.
Utility model content
This utility model provides a kind of prefabricated integral frame buckling-resistant support structure, replace shear wall, it is to avoid shearing
Wall needs a difficult problem for poured in place concrete construction and precast shear wall assembling construction, with the framework-anti-buckling support of full assembling
Structural system instead of part frame-shear wall system, and then realize high-rise frame-buckling-resistant support structure system components
Whole prefabrication and assembly constructions, improve the prefabrication and assembly construction rate of this class formation, make the assembling of high-rise frame-buckling-resistant support structure
Formula Building technology is developed.
This utility model solves the technical scheme adopted by its technical problem：
A kind of prefabricated integral frame buckling-resistant support structure, including building frame body, the building frame body is
Many Pin frameworks, i.e., be made up of Vierendeel girder and frame column, and the building frame body also includes being arranged on building frame body interior
Many anti-buckling supports, in described each anti-buckling support, each two is intersected in triangular shape；Aforementioned in triangular shape two are prevented
Buckling support, is connected with building frame body by connecting node respectively, and the top of two anti-buckling supports is fixedly connected on horizontal stroke
To on the Vierendeel girder for arranging, the bottom of two anti-buckling supports is fixedly connected with frame column respectively；
As it is of the present utility model further preferably, the anti-buckling support is connected to building frame body by built-in fitting
It is internal；
As it is of the present utility model further preferably, the anti-buckling support includes central layer and steel bushing, and central layer is placed in steel
In sleeve pipe, concrete perfusion or mortar in the steel thimble are provided with one layer between central layer and concrete or central layer and mortar without viscous
Knot material or very thin air layer.
By above technical scheme, relative to prior art, this utility model has the advantages that：
This utility model prefabricated integral frame-anti-buckling support substitutes framework-shear wall, realizes and adopts frame
Whole prefabrication and assembly constructions of frame-buckling-resistant support structure system；Dead load is alleviated, and then reduces earthquake load and base
Plinth expense；Energy-dissipating and shock-absorbing, improves structural seismic performance；It is anti-buckling to support as main anti-dynamometry component, due to detachable, after shake
Can update, be easy to post earthquake recovery.
Description of the drawings
With reference to the accompanying drawings and examples this utility model is further illustrated.
Fig. 1 is the axonometric chart of preferred embodiment of the present utility model；
In figure：1 is building frame body, and 2 is anti-buckling support.
Specific embodiment
This utility model is described in further detail presently in connection with accompanying drawing.These accompanying drawings are simplified schematic diagram,
Basic structure of the present utility model is only illustrated in a schematic way, therefore which only shows the composition relevant with this utility model.
As shown in figure 1, a kind of prefabricated integral frame buckling-resistant support structure of the present utility model, including building frame sheet
Body, the building frame body are many Pin frameworks, i.e., be made up of Vierendeel girder and frame column, it is characterised in that：The building frame
Body also includes many anti-buckling supports for being arranged on building frame body interior, in described each anti-buckling support, each two
Intersect in triangular shape；Aforementioned in triangular shape two anti-buckling supports, are connected with building frame body by connecting node respectively,
The top of two anti-buckling supports is fixedly connected on the Vierendeel girder of horizontally set, the bottom of two anti-buckling supports respectively with frame
Trestle is fixedly connected；
As it is of the present utility model further preferably, the anti-buckling support is connected to building frame body by built-in fitting
It is internal；
As it is of the present utility model further preferably, the anti-buckling support includes central layer and steel bushing, and central layer is placed in steel
In sleeve pipe, concrete perfusion or mortar in the steel thimble are provided with one layer between central layer and concrete or central layer and mortar without viscous
Knot material or very thin air layer.
The center of anti-buckling support is central layer, i.e. steel core, and steel core operationally only undertakes drawing, pressure, and section form is ten
Font.Complete buckling during to avoid steel core pressurized, i.e., tension and it is pressurized when be attained by surrender, steel core is placed in a steel bushing
In pipe, then concrete perfusion or mortar in the steel thimble.One layer of non-cohesive material or very is provided between core and mortar
Thin air layer, it is allowed to which steel core stretches in outsourcing material.
At the position that need to arrange shear wall, anti-buckling support of the present utility model is set.Anti-buckling support and building frame sheet
Body is connected with built-in fitting, substitutes framework-shear wall with framework-anti-buckling support；Require that carrying out structure sets according to current specifications
Meter analysis, determines the specification of each structural elements；It is when the framing component for being provided with anti-buckling support carries out prefabrication, connection is anti-
The built-in fitting of buckling support is nuzzled frame column, Vierendeel girder in advance；Beam, plate, post, lifting in flood is in place, and overlapping in-situ layer is poured
After finishing, then anti-buckling support is installed.Anti-buckling support is connected with frame column, Vierendeel girder by built-in fitting.
This utility model prefabricated integral frame-anti-buckling support substitutes framework-shear wall, realizes and adopts frame
Whole prefabrication and assembly constructions of frame-buckling-resistant support structure system；Dead load is alleviated, and then reduces earthquake load and base
Plinth expense；Energy-dissipating and shock-absorbing, improves structural seismic performance；It is anti-buckling to support as main anti-dynamometry component, due to detachable, after shake
Can update, be easy to post earthquake recovery.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, all terms used herein（Including technology art
Language and scientific terminology）With with the application art in those of ordinary skill general understanding identical meaning.Should also
It is understood by, those terms defined in such as general dictionary are should be understood that with the meaning in the context with prior art
The consistent meaning of justice, and unless defined as here, will not be with idealizing or excessively formal implication is explaining.
The implication of "and/or" described herein refers to the simultaneous situation of respective individualism or both and wraps
Including including.
It can also pass through between part that the implication of " connection " described herein can be being directly connected between part
Other parts are indirectly connected with.
With it is above-mentioned according to desirable embodiment of the present utility model as enlightenment, by above-mentioned description, related work people
Member can carry out various change and modification completely in the range of without departing from this utility model technological thought.This reality
The content being not limited to new technical scope in description, it is necessary to its technology is determined according to right
Property scope.
Claims (1)
1. a kind of prefabricated integral frame buckling-resistant support structure, including building frame body, the building frame body is many
Pin frameworks, i.e., be made up of Vierendeel girder and frame column, it is characterised in that：The building frame body also includes being arranged on building frame
Many anti-buckling supports of body interior, in described each anti-buckling support, each two is intersected in triangular shape；It is aforementioned in triangular shape
Two anti-buckling supports, be connected with building frame body by connecting node respectively, the top of two anti-buckling supports is fixed
It is connected on the Vierendeel girder of horizontally set, the bottom of two anti-buckling supports is fixedly connected with frame column respectively；It is described anti-buckling
Support is connected to building frame body interior by built-in fitting；The anti-buckling support includes central layer and steel bushing, and central layer is placed in
In steel thimble, concrete perfusion or mortar in the steel thimble are provided with one layer of nothing between central layer and concrete or central layer and mortar
Binding material or very thin air layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620491687.8U CN206053404U (en) | 2016-05-26 | 2016-05-26 | Prefabricated integral frame buckling-resistant support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620491687.8U CN206053404U (en) | 2016-05-26 | 2016-05-26 | Prefabricated integral frame buckling-resistant support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053404U true CN206053404U (en) | 2017-03-29 |
Family
ID=58372465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620491687.8U Active CN206053404U (en) | 2016-05-26 | 2016-05-26 | Prefabricated integral frame buckling-resistant support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206053404U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882178A (en) * | 2017-11-23 | 2018-04-06 | 哈尔滨工业大学深圳研究生院 | Assembled Super High steel concrete combines house |
-
2016
- 2016-05-26 CN CN201620491687.8U patent/CN206053404U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882178A (en) * | 2017-11-23 | 2018-04-06 | 哈尔滨工业大学深圳研究生院 | Assembled Super High steel concrete combines house |
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| GR01 | Patent grant |