CN206408743U - A kind of assembly concrete node - Google Patents
A kind of assembly concrete node Download PDFInfo
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- CN206408743U CN206408743U CN201621275706.XU CN201621275706U CN206408743U CN 206408743 U CN206408743 U CN 206408743U CN 201621275706 U CN201621275706 U CN 201621275706U CN 206408743 U CN206408743 U CN 206408743U
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- downstairs
- link
- ladder
- stepped
- mouthful
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Abstract
The utility model provides a kind of assembly concrete node, including prefabricated stepped concrete beam, the precast concrete column with overhanging Stepped Beam；Precast concrete column with overhanging Stepped Beam includes upper prop, beam-ends, downstairs link, upper ladder link, arc installing port and lower prop；The beam-ends includes ladder mouth, downstairs beam, upper Stepped Beam；It is fixedly connected with below upper prop below Stepped Beam, upper Stepped Beam and is fixedly connected with downstairs beam, the two ends of upper Stepped Beam are outer to stretch between lower prop 200mm 300mm, the two ends of downstairs beam are outer stretches between upper prop 400mm 500mm；The downstairs beam of one end and the upper Stepped Beam formation ladder mouthful of one end, the downstairs beam and upper ladder depth of beam are set to equal；The upper end of upper Stepped Beam is internally provided with ladder link, and the lower end of downstairs beam is internally provided with downstairs link；Anti-seismic performance is strong, and rigidity is obviously improved.
Description
Technical field
The utility model belongs to technical field of buildings, more particularly to a kind of assembly concrete node and its dry type connection
Method.
Background technology
Assembly concrete building refers to pass through site-assembled side by main of the concrete prefabricated element of factorial praluction
The concrete structure class building construction of formula design-build.The assembly method of component, which typically has, pours overlapping layer concrete, steel behind scene
Pouring concrete connection etc. after muscle is anchored, bar connecting can be connected using sleeve grouting, welded, mechanically connected and reserving hole overlap joint
The ways such as connection.In the 1980s, in the popular prefabricated big plate house of China, because structural integrity is poor, seepage,
, there is many influence structure safety and the hidden danger and defect that normally use, gradually by cast-in-place concrete knot in the reasons such as cracks on floor slab
Structure is replaced.But with the application of current emerging prefabricated concrete structure, particularly introduce many external first in recent years
Enter technology, localized prefabricated concrete structure is built new technology and just gradually formed.
With the quickening of China " building industrialization, housing industrialization " process and constantly subtracting for China's " demographic dividend "
The trend of the waste appearance housing industry industrialization of few building trades recruitment is increasingly obvious.The application weight of prefabricated concrete structure
Newly the new technology of residential housing prefabricated concrete structure, new model are continued to bring out out as current research focus all parts of the country.
Precast reinforced concrete structure is one of important directions of China's building structure development, and it is conducive to China's building industrialization
Development, improves production efficiency and saves the energy, develop Green environmental-protection building, and be conducive to improving and ensureing construction engineering quality.
Compared with cast-in-situ construction method, assembled reinforced concrete structure is conducive to green construction, because fabricated construction can more meet green construction
Save land, save, saving the requirement such as material, water saving and environmental protection, reduce negative effect to environment, including reduction noise, prevent
Resource and the energy such as airborne dust, reduction environmental pollution, cleaning transport, the interference of reduction place, saving water, electricity, material, it then follows sustainable
The principle of development.Moreover, fabricated construction can continuously complete multiple or whole processes of engineering in order, thus reduce into
The engineering machinery type and quantity of field, eliminate procedure connection rests the time, realizes interchange operation, reduces workmen,
It is that green construction provides safeguard so as to improve work efficiency, reduction supplies consumption, reduce environmental pollution.In addition, fabricated construction compared with
Reduce building waste (account for municipal refuse total amount 30% -40%) in big degree, such as steel scrap muscle, waste iron wire, useless bamboo wood material, useless
Abandon concrete etc..
Assembly concrete building can be divided into two major classes of full assembling and part assembling according to assembling degree height.Full assembling
Building is generally limited to low layer or the relatively low tier building of requirements for fortification against earthquake；Part assembling concrete construction main member is general
Connected using prefabricated components, at the scene by cast-in-place concrete, form the building of cast in place and precast construction.
North America region is mainly by main of America ＆ Canada because prefabricated/prestressed concrete association (PCI) studies for a long period of time
With promoting pre-cast building, the Specification of precast concrete also improves very much so its assembly concrete Application in Building is non-
It is often universal.The pre-cast building of North America mainly includes the big series of building prefabrication exterior wall and structure prefabricated components two, and prefabricated components are total to
It is that maximization and prestressing force are combined and can optimize structural reinforcement and connecting structure with feature.Reduce and make and installation workload, contracting
The short Yi works duration, fully demonstrate industrialization, standardization and Technical Economy feature.In 20th century, the pre-cast building of North America is main
For the non-antidetonation fortified defence area of low layer.Due to the earthquake effect in California area, antidetonation is paid much attention in recent years and on the middle and senior level prefabricated
The engineer applied technical research of structure.PCI is published recently《Precast concrete Aseismic Design》One book, from theory and practice
Analyze the Aseismic Design problem of pre-cast building, the newest section for summarizing many precast construction Aseismic Designs is ground into angle system
Really, to instructing, precast construction is designed and engineer applied is promoted with very strong directive significance.
Europe is the cradle of pre-cast building, and the road of building industrialization has been begun to early in the 17th century.Second of the world is big
After the war, due to human resources shortage, Europe further research and probe building industrialization pattern.Either economically developed north
Europe, West Europe, or Eastern Europe underdeveloped, are all actively carrying out the design and construction side of prefabrication and assembly construction concrete construction always
Formula.Have accumulated the design and construction experience of many pre-cast buildings, form various special precast building systems and standardization it is general
Pre-manufactured product series, and a series of precast concrete engineering specifications and application manual have been worked out, to promoting precast concrete complete
The application in the world serves very important effect.
Japan and South Korea have used for reference the successful experience of America and Europe, on the basis of the standardized designs construction of pre-cast building is explored.
With reference to oneself requirement.Breakthrough is achieved in terms of precast construction system globality antidetonation and shock design.With representative
Property achievement two 58 floor for being Japan 2008 and being built up using prefabrication and assembly construction frame structure Tokyo Tower.Meanwhile, Japanese is pre-
Concrete construction System Design processed, the standard criterion for making and constructing are also very perfect, and the prefabricated specification used at present has《It is prefabricated mixed
Solidifying geotechnique's journey } (JASSl0) and《Concrete curtain wall) (JASSl4).
China from the sixties in 20th century five begin one's study assembly concrete building design and construction technology, form one
Serial assembly concrete building system, more typical building system has assembled single storey industry workshop building system, assembling
Formula multistory frame building system, assembled large panel building system etc..The application built to 1980s assembly concrete
The period of full bloom is reached, many places in the whole nation all form the assembly concrete industry of design, making and construction and installation integration
Change architectural mode assembly concretes building and two kinds of topmost building bodies are turned into using the masonry building of prefabricated hollow floor
System, application popularization rate is up to more than 70%.Because there is many limitations and deficiency, China in the function and physical property of assembled architecture
Assembly concrete architectural design and construction technology R ＆ D Level do not catch up with also social demand and Building technology development change,
To 1990s mid-term, assembly concrete building is gradually replaced by full cast-in-place concrete building system, at present except dress
With formula single storey industry workshop building system using wide outer.The engineer applied of other prefabrication systems is few.In advance
The globality of structural seismic processed and the specialized research of management in design and operation are inadequate, cause its Technical Economy poor.It is to cause
The basic reason that precast construction stagnates for a long time.
Utility model content
The purpose of this utility model is to provide a kind of assembly concrete node and its dry type connection method, solves to assemble
The overall coordination performance of formula concrete sandwich wall, improves energy-efficient performance, significantly improves anti-seismic performance, and connection is greatly reduced
Number of packages amount, simplifies construction, is obviously improved it and industrializes efficiency, promotes China's assembly concrete high residential building industrialized development to enter
Journey, reduction resource and energy resource consumption.
The utility model is realized using following technical scheme：A kind of assembly concrete node, including prefabricated stairstepping are mixed
Solidifying Tu Liang, the precast concrete column with overhanging Stepped Beam；
The precast concrete column of the overhanging Stepped Beam of band includes upper prop, beam-ends, downstairs link, the connection of upper ladder
Frame, arc installing port and lower prop；The beam-ends includes ladder mouth, downstairs beam, upper Stepped Beam；It is fixedly connected below the upper prop
Have and downstairs beam is fixedly connected with below upper Stepped Beam, upper Stepped Beam, the two ends of upper Stepped Beam are outer to stretch in lower prop 200mm-
Between 300mm, the two ends of downstairs beam are outer to stretch between upper prop 400mm-500mm；The downstairs beam of one end and one end it is upper
Stepped Beam formation ladder mouthful, the downstairs beam and upper ladder depth of beam are set to equal；In the upper end of the upper Stepped Beam
Portion is provided with ladder link, and the lower end of downstairs beam is internally provided with downstairs link；
The prefabricated stepped concrete beam is included under prefabricated beam body, ladder connector, downstairs mouth, upper ladder mouthful, beam
Portion's link, beam top link and arc installing port；One end of the prefabricated stepped concrete beam is provided with ladder connection
The height of mouth, downstairs mouth and upper ladder mouthful, the downstairs mouthful and upper ladder mouth is set to equal；The lower end of the ladder mouthful
Beam bottom link is provided with, the upper end of the upper ladder mouthful is provided with beam top link；
As a kind of perferred technical scheme, the upper ladder link includes connection reinforcing bar, junction steel plate, connection spiral shell
Hole, connection steel-bar arrangement is uniformly distributed setting in the centre of upper ladder link, and the two ends of the connection reinforcing bar are set respectively
Junction steel plate, has individual connecting screw hole every individual connection steel-bar arrangement,
The corresponding position of connecting screw hole of the upper ladder link sets arc installing port respectively, arc installing port it is flat
Face is projected as isosceles trapezoid, and the perpendicular projection of beam is preferably arc.
As a kind of perferred technical scheme, beam bottom link and the precast concrete column with overhanging Stepped Beam
Downstairs link level is corresponding to be set, and is provided with arc installing port, institute on the beam bottom link at the place of being correspondingly arranged
The setting corresponding with the upper ladder link level of the precast concrete column with overhanging Stepped Beam of beam top link is stated, and right
Should the top link at the place of setting be provided with arc installing port.
With reference to Fig. 6, a kind of dry type connection method of assembly concrete node, the ladder of prefabricated stepped concrete beam connects
Interface is overlapped on the downstairs beam of the precast concrete column with overhanging Stepped Beam, and the extension of downstairs beam is connected with ladder
The extension of mouth is equal；
The upper ladder mouthful of the upper Stepped Beam of precast concrete column with overhanging Stepped Beam and prefabricated stepped concrete beam is adopted
Connected with arch screw bolt, the lower rank of the downstairs beam of the precast concrete column with overhanging Stepped Beam and prefabricated stepped concrete beam
Ladder way is connected using arch screw bolt,
Arch screw bolt respectively passes through the arc installing port and prefabricated ladder in the precast concrete column with overhanging Stepped Beam
Arc installing port on shape beams of concrete is installed and fastened；
Ladder mouthful and ladder connector mutually agree with, the upper Stepped Beam of the precast concrete column with overhanging Stepped Beam with it is prefabricated
The gap of the upper ladder mouthful of stepped concrete beam is set to 10mm, the downstairs beam of the precast concrete column with overhanging Stepped Beam
The gap being connected with the downstairs mouthful of prefabricated stepped concrete beam using arch screw bolt is set to 10mm, the vertical seam filling of connection
Encapsulant.
As preferred technical scheme, the encapsulant includes polyethylene foamed rod and building structure marine glue, building
Structurally waterproof glue is arranged on the outside of polyethylene foamed rod.
Compared with prior art, the beneficial effects of the utility model are：（1）Anti-seismic performance is strong, and rigidity is obviously improved,
And connector quantity is reduced, it is obviously improved it and industrializes efficiency, reduction resource and energy resource consumption, it is possible to realizes generalization, mark
Standardization,（2）Connected mode uses dry construction, simplifies construction, and connection is reliable, good integrity.
Brief description of the drawings
Fig. 1 is the dry type connection method floor map of assembling type node.
Fig. 2 is the post elevational schematic view of the precast concrete column with overhanging Stepped Beam；
Fig. 3 is the post schematic top plan view of the precast concrete column with overhanging Stepped Beam；
Fig. 4 is the post elevational schematic view of the precast concrete column with overhanging Stepped Beam；
Fig. 5 is the elevational schematic view of prefabricated stepped concrete beam；
Fig. 6 is upper ladder link schematic diagram；
Fig. 7 is Fig. 6 B-B diagrammatic cross-sections.
Number explanation in figure：1 is the precast concrete column with overhanging Stepped Beam；2 be prefabricated stepped concrete beam；3 are
Arch screw bolt；4 be polyethylene foamed rod；5 be building structure marine glue；1-1 is upper prop；1-2 is ladder mouthful；1-3 is downstairs
Beam；1-4 is upper Stepped Beam；1-5 is downstairs link；1-6 is upper ladder link；1-7 is arc installing port；Under 1-8 is
Post；2-1 is prefabricated beam body；2-2 is ladder connector；2-3 is downstairs mouthful；2-4 is upper ladder mouthful；2-5 connects for beam bottom
Frame；2-6 is beam top link；2-7 is arc installing port.
Embodiment
In order to further illustrate the utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to the utility model
State, but they can not be interpreted as to the restriction to the utility model protection domain.
With reference to Fig. 1-Fig. 5, a kind of assembly concrete node, including prefabricated stepped concrete beam 2, with overhanging Stepped Beam
Precast concrete column 1；
The precast concrete column 1 of the overhanging Stepped Beam of band includes upper prop 1-1, beam-ends, downstairs link 1-5, upper rank
Terraced link 1-6, arc installing port 1-7 and lower prop 1-8；The beam-ends includes ladder mouthful 1-2, downstairs beam 1-3, upper Stepped Beam
1-4；It is fixedly connected with below the upper prop 1-1 below Stepped Beam 1-4, upper Stepped Beam 1-4 and is fixedly connected with downstairs beam 1-
3, upper Stepped Beam 1-4 two ends are stretched between lower prop 1-8 200mm-300mm outside, and downstairs beam 1-3 two ends are outer to stretch in
Between the 1400mm-500mm of upper prop 1-1；The downstairs beam 1-3 of one end and upper Stepped Beam 1-4 formation ladder mouthful 1-2 of one end,
The downstairs beam 1-3 and upper Stepped Beam 1-4 height are set to equal；The upper end of the upper Stepped Beam 1-4 is internally provided with
Upper ladder link 1-6, the lower end of downstairs beam (1-3) is internally provided with downstairs link 1-5；
The prefabricated stepped concrete beam 2 includes prefabricated beam body 2-1, ladder connector 2-2, downstairs mouthful 2-3, upper rank
Ladder way 2-4, beam bottom link 2-5, beam top link 2-6 and arc installing port 2-7；The prefabricated stepped concrete beam
(2) one end is provided with ladder connector 2-2, downstairs mouthful 2-3 and upper ladder mouthful 2-4, the downstairs mouthful 2-3 and upper ladder
The height of mouth (2-4) is set to equal；The lower end of the ladder mouthful 2-3 is provided with beam bottom link 2-5, the upper ladder mouthful
2-4 upper end is provided with beam top link 2-6；
As a kind of perferred technical scheme, the upper ladder link 1-6 includes connection reinforcing bar 1-6-1, junction steel plate
1-6-2, connecting screw hole 1-6-3, connection reinforcing bar 1-6-1 are arranged on ladder link 1-6 centre, and are uniformly distributed setting,
The two ends of the connection reinforcing bar 1-6-1 set junction steel plate 1-6-2 respectively, and connecting reinforcing bar 1-6-1 every 1-2 is provided with 2-5
Individual connecting screw hole 1-6-3,
The corresponding positions of connecting screw hole 1-6-3 of the upper ladder link 1-6 set arc installing port 1-7, arc respectively
Shape installing port 1-7 plane projection is isosceles trapezoid, and the perpendicular projection of beam is preferably arc.
As a kind of perferred technical scheme, the beam bottom link 2-5 and the precast concrete with overhanging Stepped Beam
The downstairs link 1-5 levels of post 1 are corresponding to be set, and is provided with arc on the beam bottom link 2-5 at the place of being correspondingly arranged
Shape installing port 2-7, the beam top link 2-6 and the upper ladder link 1-6 of the precast concrete column 1 with overhanging Stepped Beam
Level is corresponding to be set, and the top link 2-6 at the place of being correspondingly arranged is provided with arc installing port 2-7.
With reference to Fig. 6, a kind of dry type connection method of assembly concrete node, the ladder of prefabricated stepped concrete beam 2
Connector 2-2 is overlapped on the downstairs beam 1-3 of the precast concrete column 1 with overhanging Stepped Beam, downstairs beam 1-3 outer elongation
Degree is equal with ladder connector 2-2 extension；
The upper Stepped Beam 1-4 of precast concrete column 1 with overhanging Stepped Beam and the upper ladder of prefabricated stepped concrete beam 2
Mouth 2-4 is connected using arch screw bolt 3, and downstairs beam 1-3 and the prefabricated stairstepping of the precast concrete column 1 with overhanging Stepped Beam are mixed
The downstairs mouthful 2-3 of solidifying soil beam 2 is connected using arch screw bolt 3,
Arch screw bolt 3 is respectively by the arc installing port 1-7 in the precast concrete column 1 with overhanging Stepped Beam and prefabricated
Arc installing port 2-7 on stepped concrete beam 2 is installed and fastened；
Ladder mouthful 1-2 and ladder connector 2-2 mutually agrees with, the upper ladder of the precast concrete column 1 with overhanging Stepped Beam
Beam 1-4 and the upper ladder mouthful 2-4 of prefabricated stepped concrete beam 2 gap are set to 10mm, prefabricated mixed with overhanging Stepped Beam
The downstairs beam 1-3 of solidifying earth pillar 1 uses the gap that arch screw bolt 3 is connected with the downstairs mouthful 2-3 of prefabricated stepped concrete beam 2
It is set to 10mm, the vertical seam packing matcrial of connection.
As preferred technical scheme, the encapsulant includes polyethylene foamed rod 4 and building structure marine glue 5, built
Building structure marine glue 5 is arranged on the outside of polyethylene foamed rod 4.
The utility model is located at the upper Stepped Beam 1-4 of post both sides preferentially using ladder link 1-6, upper ladder on same group
Link 1-6 passes through joint cores；Downstairs beam 1-3 lower end is internally provided with downstairs link 1-5, positioned at post both sides
Downstairs beam 1-3 preferentially using same group of downstairs link 1-5, downstairs link (1-5) passes through joint cores.
The utility model anti-seismic performance is strong, and rigidity is obviously improved, and reduces connector quantity, is obviously improved its industrialization effect
Rate, reduction resource and energy resource consumption, it is possible to realize generalization, are standardized.
The utility model connected mode uses dry construction, simplifies construction, and connection is reliable, good integrity.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (3)
1. a kind of assembly concrete node, it is characterised in that including prefabricated stepped concrete beam (2), with overhanging Stepped Beam
Precast concrete column (1)；
The precast concrete column (1) of the overhanging Stepped Beam of band include upper prop (1-1), beam-ends, downstairs link (1-5), on
Ladder link (1-6), arc installing port (1-7) and lower prop (1-8)；The beam-ends includes ladder mouthful (1-2), downstairs beam
(1-3), upper Stepped Beam (1-4)；The upper prop (1-1) is fixedly connected with Stepped Beam (1-4), upper Stepped Beam (1-4) below
Face is fixedly connected with downstairs beam (1-3), the two ends of upper Stepped Beam (1-4) it is outer stretch in lower prop (1-8) 200mm-300mm it
Between, the two ends of downstairs beam (1-3) are outer to stretch between upper prop (1-1) 400mm-500mm；The downstairs beam (1-3) of one end with
The height of upper Stepped Beam (1-4) the formation ladder mouthful (1-2) of one end, the downstairs beam (1-3) and upper Stepped Beam (1-4) is set
To be equal；The upper end of the upper Stepped Beam (1-4) is internally provided with ladder link (1-6), the lower end of downstairs beam (1-3)
It is internally provided with downstairs link (1-5)；
The prefabricated stepped concrete beam (2) include prefabricated beam body (2-1), ladder connector (2-2), downstairs mouthful (2-3),
Upper ladder mouthful (2-4), beam bottom link (2-5), beam top link (2-6) and arc installing port (2-7)；The prefabricated rank
One end of trapezoidal beams of concrete (2) is provided with ladder connector (2-2), downstairs mouthful (2-3) and upper ladder mouthful (2-4), described
The height of downstairs mouthful (2-3) and upper ladder mouthful (2-4) is set to equal；The lower end of the ladder mouthful (2-3) is provided with beam
Portion's link (2-5), the upper end of the upper ladder mouthful (2-4) is provided with beam top link (2-6).
2. a kind of assembly concrete node according to claim 1, it is characterised in that characterized in that, the upper ladder
Link (1-6) includes connection reinforcing bar (1-6-1), junction steel plate (1-6-2), connecting screw hole (1-6-3), connection reinforcing bar (1-6-
1) ladder link (1-6) centre is arranged on, and is uniformly distributed setting, the two ends difference of the connection reinforcing bar (1-6-1)
Junction steel plate (1-6-2) is set, and connecting reinforcing bar (1-6-1) every 1-2 is provided with 2-5 connecting screw hole (1-6-3),
The corresponding position of connecting screw hole (1-6-3) of the upper ladder link (1-6) sets arc installing port (1-7) respectively,
The plane projection of arc installing port (1-7) is isosceles trapezoid.
3. a kind of assembly concrete node according to claim 1, it is characterised in that characterized in that,
Beam bottom link (2-5) and downstairs link (1-5) water of the precast concrete column (1) with overhanging Stepped Beam
Flat corresponding setting, and it is provided with arc installing port (2-7), the beam on the beam bottom link (2-5) at the place of being correspondingly arranged
Top link (2-6) is corresponding with upper ladder link (1-6) level of the precast concrete column (1) with overhanging Stepped Beam
Set, and the top link (2-6) at the place of being correspondingly arranged is provided with arc installing port (2-7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621275706.XU CN206408743U (en) | 2016-11-25 | 2016-11-25 | A kind of assembly concrete node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621275706.XU CN206408743U (en) | 2016-11-25 | 2016-11-25 | A kind of assembly concrete node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206408743U true CN206408743U (en) | 2017-08-15 |
Family
ID=59547965
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621275706.XU Withdrawn - After Issue CN206408743U (en) | 2016-11-25 | 2016-11-25 | A kind of assembly concrete node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206408743U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108019000A (en) * | 2018-01-24 | 2018-05-11 | 西安建筑科技大学 | A kind of high-strength high ductility concrete of assembled exempts from sleeve connection structure and connection method |
-
2016
- 2016-11-25 CN CN201621275706.XU patent/CN206408743U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108019000A (en) * | 2018-01-24 | 2018-05-11 | 西安建筑科技大学 | A kind of high-strength high ductility concrete of assembled exempts from sleeve connection structure and connection method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170815 Effective date of abandoning: 20181212 |
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| AV01 | Patent right actively abandoned |