CN109296067A - Assembly concrete girder and secondary beam dry type connecting node - Google Patents
Assembly concrete girder and secondary beam dry type connecting node Download PDFInfo
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- CN109296067A CN109296067A CN201811454235.2A CN201811454235A CN109296067A CN 109296067 A CN109296067 A CN 109296067A CN 201811454235 A CN201811454235 A CN 201811454235A CN 109296067 A CN109296067 A CN 109296067A
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- cantilever plate
- prefabricated
- connection frame
- overhanging
- concrete girder
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
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- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to assembly concrete girders and secondary beam dry type connecting node, belong to building structure field.The top flange of prefabricated T shape concrete secondary beam is overlapped on the cantilever plate of the precast concrete girder with overhanging beam, the cantilever plate of precast concrete girder with overhanging beam is connect with the top flange of prefabricated stepped concrete girder using arch screw bolt, the interior closing in of precast concrete girder with overhanging beam is connect with the top flange of prefabricated T shape concrete secondary beam using arch screw bolt, and the web of prefabricated T shape concrete secondary beam is connect with the cantilever plate of the precast concrete girder with overhanging beam using arch screw bolt；Vertical seam is filled using sealing material.Effect and advantage of the invention is connection type using dry construction, simplifies construction；Connection is reliable, good integrity, has superior anti-seismic performance, and rigidity is obviously improved, and reduces connector quantity, is obviously improved it and industrializes efficiency, reduce resource and energy consumption, and generalization may be implemented, standardizes.
Description
Technical field
The present invention relates to assembly concrete girders and secondary beam dry type connecting node, belong to building structure field.
Background technique
Assembly concrete building refers to based on the concrete prefabricated element with the factorial production, passes through site-assembled side
The concrete structure class building construction of formula design-build.The assembly method of component pours overlapping layer concrete, steel after generally having scene
Sleeve grouting connection, welding, mechanical connection and reserving hole overlap joint can be used in pouring concrete connection etc. after muscle anchoring, reinforcing bar connection
The ways such as connection.In the 1980s, in the prefabricated big plate house of China's prevalence, due to structural integrity is poor, leakage,
The reasons such as cracks on floor slab, there are many influence structure safety and the hidden danger and defect of normal use, gradually by cast-in-place concrete knot
Replaced structure.But it with the application of current emerging prefabricated concrete structure, especially introduces in recent years many external first
Into technology, localized prefabricated concrete structure is built new technology and is just gradually formed.
With the quickening of China " building industrialization, housing industrialization " process and constantly subtracting for China's " demographic dividend "
Less, the appearance of building trade recruitment famine, the trend of housing industry industrialization are increasingly obvious.The application weight of prefabricated concrete structure
Newly become current research hot spot, all parts of the country continue to bring out out new technology, the new model of residential housing prefabricated concrete structure.
Precast reinforced concrete structure is one of the important directions of China's building structure development, it is conducive to China's building industrialization
Development, raising production efficiency is energy saving, develops Green environmental-protection building, and is conducive to improve and guarantee 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, energy conservation, section material, water-saving and environmental protection etc. require, reduce the negative effect to environment, including reduce noise, prevent
Fugitive dust reduces environmental pollution, cleans transport, reduce place interference, save resources and the energy such as 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 resting the time for procedure connection, realize interchange operation, reduce construction personnel,
To improve work efficiency, reduction supplies consumption, reduce environmental pollution, provided safeguard for green construction.In addition, fabricated construction compared with
Building waste (account for about municipal refuse total amount 30% -40%) is reduced in big degree, such as steel scrap muscle, waste iron wire, useless bamboo wood material, is given up
Abandon concrete etc..
Assembly concrete building can be divided into full assembly and part assembly two major classes according to assembling degree height.Full assembly
Building is generally limited to low layer or the lower tier building of requirements for fortification against earthquake；Part assembly concrete construction main member is general
It is connected using prefabricated components, at the scene by cast-in-place concrete, forms the building of cast in place and precast construction.
North America region is mainly main since prefabricated/prestressed concrete association (PCI) studies for a long period of time with America & Canada
With popularization 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 building prefabrication exterior wall and the big series of structure prefabricated components two, and prefabricated components are total to
It is that enlargement and prestressing force combine and can optimize structural reinforcement and connecting structure with feature.Reduce production and installation workload, contracting
The short Yi work duration fully demonstrates 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 and on the middle and senior level prefabricated is paid much attention in recent years
The engineer application technical research of structure.PCI has published " precast concrete Aseismic Design " book recently, from theory and practice
The Aseismic Design problem for analyzing to angle system pre-cast building, the newest section for summarizing many precast construction Aseismic Designs are ground into
Fruit has very strong directive significance to instructing precast construction design and engineer application to promote.
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 mode.Either economically developed north
Europe, West Europe or Eastern Europe underdeveloped, always all in the design and construction side for actively carrying out prefabrication and assembly construction concrete construction
Formula.The design and construction experience for having accumulated many pre-cast buildings forms various special precast building systems and standardized general
Pre-manufactured product series, and a series of precast concrete engineering specifications and application manual have been worked out, to promotion precast concrete complete
The application in the world plays the role of very important.
Japan and South Korea have used for reference American-European successful experience, on the basis of exploring the standardized designs construction of pre-cast building.
In conjunction with 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 it is Japanese pre-
Concrete construction System Design processed, production and the standard criterion of construction are also very perfect, and prefabricated specification used at present has " prefabricated mixed
Solidifying geotechnique's journey } (JASSl0) and " concrete curtain wall) (JASSl4).
China from five sixties of 20th century begin one's study assembly concrete build design and construction technology, form one
Serial assembly concrete building system, more typical building system have assembled single storey industry workshop building system, assembly
Formula multistory frame building system, assembled large panel building system etc..The application built to assembly concrete the 1980s
Reach the period of full bloom, many places in the whole nation all form the integrated assembly concrete industry of design, production and construction and installation
Change architectural mode assembly concrete building and two kinds of most important building bodies are become using the masonry building of prefabricated hollow floor
System, application popularization rate is up to 70% or more.Since there are many limitations and deficiency, China for 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 variation,
To mid-term the 1990s, 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 application of other prefabrication systems is few.In advance
The globality of earthquake-resistant structure 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.
Summary of the invention
The purpose of the present invention is to provide assembly concrete girders and secondary beam dry type connecting node, mainly solve existing skill
There is traditional prefabricated components primary-secondary beam connection in art to be all made of with mechanical sleeves slip casting connection, it is desirable that primary and secondary beam connecting node reinforcing bar
Precise alignment is needed, difficulty is larger and there are safe mass hidden danger in practical operation, at traditional prefabricated components primary and secondary beam connecting node
Artificial supporting module after-pouring concrete is needed, template support is a great problem at node, time-consuming and difficulty of construction is big, matter
Amount, appearance are not guaranteed, and electroplating equipment wielding machine need to be transported to mounting layer by reinforcement welding connection, and the weldquality in welding process is more difficult
Control；Bar splicing connection, the assembly concrete girder for wasting reinforcing bar, causing increased costs and difficulty of construction is big, and propose
With secondary beam dry type connecting node, China's assembly concrete high residential building industrialized development process is pushed, reduces resource and the energy
Consumption.
Technical scheme is as follows:
Assembly concrete girder and secondary beam dry type connecting node, it is mixed including the precast concrete girder with overhanging beam, prefabricated T shape
Solidifying soil secondary beam, arch screw bolt, polyethylene foamed rod, building structure marine glue；
The top flange of prefabricated T shape concrete secondary beam is overlapped on two cantilever plates of the precast concrete girder with overhanging beam, on
The edge of a wing thickness and width on the edge of a wing is equal with the depth and width of closing in interior on cantilever plate, the web of prefabricated T shape concrete secondary beam
It extend into the interior closing in of cantilever plate between two cantilever plates of the precast concrete girder with overhanging beam, the width and length of web
Degree and the interior closing in of cantilever plate are equal in magnitude；
Interior closing in is with the top flange of prefabricated T shape concrete secondary beam at top on the cantilever plate of precast concrete girder with overhanging beam
It is connected using arch screw bolt, the abdomen of two cantilever plates of the precast concrete girder with overhanging beam and prefabricated T shape concrete secondary beam
It closes up in the web side of plate two sides and is connected in bottom using arch screw bolt；Two of precast concrete girder with overhanging beam are overhanging
The interior closing in of cantilever plate between plate is connect in bottom using arch screw bolt with the web of prefabricated T shape concrete secondary beam, arc spiral shell
Bolt is each passed through the arc installing port on the precast concrete girder with overhanging beam, the arc on prefabricated T shape concrete secondary beam
Installing port, and be locked；
Interior closing in and top flange are mutually agreed on cantilever plate, the interior closing on the cantilever plate of the precast concrete girder with overhanging beam
There are the gaps of 10mm for connection between the top flange of prefabricated T shape concrete secondary beam, the precast concrete girder with overhanging beam
Two cantilever plates between the interior closing in of cantilever plate and the web of prefabricated T shape concrete secondary beam mutually agree with, with overhanging beam
The connection of cantilever plate interior closing in and the web of prefabricated T shape concrete secondary beam between two cantilever plates of precast concrete girder
It is respectively kept with the gap of 10mm, vertical seam interconnected is filled using sealing material, and sealing material uses polyethylene foamed rod
With building structure marine glue, polyethylene foamed rod is located inside, and outside is building structure marine glue.
Further, the precast concrete girder with overhanging beam include interior closing on cantilever plate, cantilever plate, upper connection frame,
The interior closing in connection frame of cantilever plate, cantilever plate connection frame, arc installing port, the interior closing in of cantilever plate, overhanging beam；
Precast concrete girder with overhanging beam is integral prefabricated, and overhanging beam is by closing in interior on cantilever plate, two cantilever plates, cantilever plates
Interior closing in is constituted, the overhanging 300mm-400mm of cantilever plate；Interior closing in height is deck-molding on cantilever plate~；Interior receipts on cantilever plate
The pre-buried upper connection frame in top of the corresponding precast concrete girder with overhanging beam of mouth, cantilever plate are corresponding with the pre- of overhanging beam
The pre-buried cantilever plate connection frame in the bottom of concrete girder processed, the interior corresponding precast concrete master with overhanging beam that closes up of cantilever plate
The interior closing in connection frame of the pre-buried cantilever plate in the bottom of beam, on the precast concrete girder with overhanging beam with upper connection frame, overhanging
Arc installing port is respectively set in the interior closing in connection frame of plate and the corresponding connecting screw hole position of cantilever plate connection frame.
Further, prefabricated T shape concrete secondary beam includes prefabricated top flange, web, top flange connection frame, interior closing in connection
Frame, arc installing port, closes up in web side at web connection frame, and the height of top flange is deck-molding~；
The position difference corresponding with the connecting screw hole of top flange connection frame and interior closing in connection frame on prefabricated T shape concrete secondary beam
Arc installing port is set, and the plane projection of arc installing port is isosceles trapezoid, and the perpendicular of beam is projected as arc；
In the bottom of the corresponding prefabricated T shape concrete secondary beam of web, web connection frame, web connection frame and the band installed are set
The interior closing in connection frame of the cantilever plate of the precast concrete girder of overhanging beam is corresponding, closes up and corresponds in the web side of two sides
Prefabricated T shape concrete secondary beam bottom be arranged in closing in connection frame, interior closing in connection frame with installed with the pre- of overhanging beam
The cantilever plate connection frame of concrete girder processed is corresponding, and top flange is arranged at the top of the corresponding prefabricated T shape concrete secondary beam in the edge of a wing
Connection frame, top flange connection frame are corresponding with the upper connection frame of precast concrete girder with overhanging beam installed.
Further, connection frame is made of connection reinforcing bar, junction steel plate, connecting screw hole, and connection reinforcing bar is located at junction steel plate
Centre, and be uniformly distributed, junction steel plate is respectively set at the both ends of connection reinforcing bar, connecting screw hole is set on junction steel plate, even
It connects reinforcing bar and connecting screw hole is alternately distributed.
Advantages of the present invention with the utility model has the advantages that
Effect and advantage of the invention is connection type using dry construction, simplifies construction；Connection is reliable, good integrity, tool
There is superior anti-seismic performance, rigidity is obviously improved, and reduces connector quantity, is obviously improved it and is industrialized efficiency, reduces resource
And energy consumption, and generalization may be implemented, it standardizes.
Detailed description of the invention
Fig. 1 is the perspective view of assembly concrete girder and secondary beam；
Fig. 2 is assembly concrete girder of the present invention and secondary beam dry type connecting node elevational schematic view；
Fig. 3 is the girder elevational schematic view of concrete soil zone overhanging beam；
Fig. 4 is the right elevational schematic view of the overhanging beam of the girder of concrete soil zone overhanging beam；
Fig. 5 is prefabricated T shape concrete secondary beam elevational schematic view；
Fig. 6 is prefabricated T shape concrete secondary beam schematic top plan view；
Fig. 7 is prefabricated T shape concrete secondary beam elevational schematic view；
Fig. 8 is top flange connection frame schematic diagram；
Fig. 9 is Fig. 8 A-A diagrammatic cross-section.
In figure, 1 is the precast concrete girder with overhanging beam；2 be prefabricated T shape concrete secondary beam；3 be arch screw bolt；4 are
Polyethylene foamed rod；5 be building structure marine glue；
1-1 is interior closing on cantilever plate；1-2 is cantilever plate；1-3 is upper connection frame；1-4 is the interior closing in connection frame of cantilever plate；
1-5 is cantilever plate connection frame；1-6 is arc installing port；1-7 is the interior closing in of cantilever plate；
2-1 is top flange；2-2 is web；2-3 is top flange connection frame；2-4 is interior closing in connection frame；2-5 is web connection
Frame；2-6 is arc installing port；2-7 is to close up in web side；
3-1 is connection reinforcing bar；3-2 is junction steel plate, 3-3 is connecting screw hole.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment 1: as shown in Fig. 1 ~ Fig. 9, assembly concrete girder and secondary beam dry type connecting node, including band overhanging beam
Precast concrete girder 1, prefabricated T shape concrete secondary beam 2, arch screw bolt 3, polyethylene foamed rod 4, building structure marine glue 5,
It is characterized in that,
The top flange 2-1 of prefabricated T shape concrete secondary beam 2 is overlapped on two cantilever plates of the precast concrete girder 1 with overhanging beam
On 1-2, the edge of a wing thickness and width of top flange 2-1 is equal with the depth and width of closing in 1-1 interior on cantilever plate, and prefabricated T shape is mixed
The web 2-2 of solidifying soil secondary beam 2 is extend between the cantilever plate between two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam
In interior closing in 1-7, the interior closing in 1-7 of the width and length and cantilever plate of web 2-2 is equal in magnitude；
The top flange of interior closing in 1-1 and prefabricated T shape concrete secondary beam 2 on the cantilever plate of precast concrete girder 1 with overhanging beam
2-1 is connected at top using arch screw bolt 3, two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam and prefabricated T shape
Closing in 2-7 is connected in bottom using arch screw bolt 3 in the web side of the two sides web 2-2 of concrete secondary beam 2；With the pre- of overhanging beam
The web of the interior closing in 1-7 of cantilever plate and prefabricated T shape concrete secondary beam 2 between two cantilever plate 1-2 of concrete girder 1 processed
2-2 is connected in bottom using arch screw bolt 3, and arch screw bolt 3 is each passed through the arc on the precast concrete girder 1 with overhanging beam
Arc installing port 2-6 on shape installing port 1-6, prefabricated T shape concrete secondary beam 2, and be locked；
Interior closing in 1-1 and top flange 2-1 mutually agree on cantilever plate, in the cantilever plate of the precast concrete girder 1 with overhanging beam
There are the gaps of 10mm for connection in upper between the closing in 1-1 and top flange 2-1 of prefabricated T shape concrete secondary beam 2, with overhanging beam
The abdomen of the interior closing in 1-7 of cantilever plate and prefabricated T shape concrete secondary beam 2 between two cantilever plate 1-2 of precast concrete girder 1
Plate 2-2 mutually agrees with, the interior closing in 1-7 of cantilever plate between two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam
Connection with the web 2-2 of prefabricated T shape concrete secondary beam 2 is respectively kept with the gap of 10mm, and vertical seam interconnected is using close
Closure material filling, sealing material use polyethylene foamed rod 4 and building structure marine glue 5, and polyethylene foamed rod 4 is located inside,
Outside is building structure marine glue 5.
The precast concrete girder 1 with overhanging beam includes interior closing in 1-1, cantilever plate 1-2, upper connection frame on cantilever plate
The interior closing in connection frame 1-4 of 1-3, cantilever plate, cantilever plate connection frame 1-5, arc installing port 1-6, the interior closing in 1-7 of cantilever plate,
Overhanging beam 1-8；
Precast concrete girder 1 with overhanging beam is integral prefabricated, and overhanging beam 1-8 is by closing in 1-1 interior on cantilever plate, two cantilever plates
The interior closing in 1-7 of 1-2, cantilever plate is constituted, the overhanging 300mm of cantilever plate 1-2；Interior closing in 1-1 height is deck-molding on cantilever plate；
The pre-buried upper connection frame 1-3 in top of the corresponding precast concrete girder 1 with overhanging beam of interior closing in 1-1, cantilever plate on cantilever plate
The pre-buried cantilever plate connection frame 1-5 in bottom of the corresponding precast concrete girder 1 with overhanging beam of 1-2, the interior closing in 1- of cantilever plate
The interior closing in connection frame 1-4 of the pre-buried cantilever plate in bottom of the 7 corresponding precast concrete girders 1 with overhanging beam, in band overhanging beam
Precast concrete girder 1 on upper connection frame 1-3, the interior closing in connection frame 1-4 of cantilever plate and cantilever plate connection frame 1-5 phase
Arc installing port 1-6 is respectively set in the position corresponding connecting screw hole 3-3.
The prefabricated T shape concrete secondary beam 2 includes prefabricated top flange 2-1, web 2-2, top flange connection frame 2-3, interior receipts
Mouthful connection frame 2-4, web connection frame 2-5, arc installing port 2-6, closing in 2-7 in web side, the height of top flange 2-1 is deck-molding
's；
On prefabricated T shape concrete secondary beam 2 with 3-3 pairs of connecting screw hole of top flange connection frame 2-3 and interior closing in connection frame 2-4
Arc installing port 2-6 is respectively set in the position answered, and the plane projection of arc installing port 2-6 is isosceles trapezoid, the perpendicular of beam
It is projected as arc.
In the bottom of the corresponding prefabricated T shape concrete secondary beam 2 of web 2-2, web connection frame 2-5, web connection frame are set
2-5 is corresponding with the interior closing in connection frame 1-4 of the cantilever plate for the precast concrete girder 1 with overhanging beam installed, in two sides
Web side in the corresponding prefabricated T shape concrete secondary beam 2 of closing in 2-7 bottom be arranged in closing in connection frame 2-4, interior closings in company
It is corresponding with the cantilever plate connection frame 1-5 of precast concrete girder 1 with overhanging beam installed to meet frame 2-4,2-1 pairs of the edge of a wing
At the top of the prefabricated T shape concrete secondary beam 2 answered be arranged top flange connection frame 2-3, top flange connection frame 2-3 with installed with overhanging
The upper connection frame 1-3 of the precast concrete girder 1 of beam is corresponding.
The connection frame is made of connection reinforcing bar 3-1, junction steel plate 3-2, connecting screw hole 3-3, and connection reinforcing bar 3-1, which is located at, to be connected
It connects among steel plate 3-2, and is uniformly distributed, junction steel plate 3-2 is respectively set at the both ends of connection reinforcing bar 3-1, in junction steel plate 3-2
Upper setting connecting screw hole 3-3, connection reinforcing bar 3-1 and connecting screw hole 3-3 are alternately distributed.
Embodiment 2: as shown in Fig. 1 ~ Fig. 9, assembly concrete girder and secondary beam dry type connecting node, including band overhanging beam
Precast concrete girder 1, prefabricated T shape concrete secondary beam 2, arch screw bolt 3, polyethylene foamed rod 4, building structure marine glue 5,
It is characterized in that,
The top flange 2-1 of prefabricated T shape concrete secondary beam 2 is overlapped on two cantilever plates of the precast concrete girder 1 with overhanging beam
On 1-2, the edge of a wing thickness and width of top flange 2-1 is equal with the depth and width of closing in 1-1 interior on cantilever plate, and prefabricated T shape is mixed
The web 2-2 of solidifying soil secondary beam 2 is extend between the cantilever plate between two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam
In interior closing in 1-7, the interior closing in 1-7 of the width and length and cantilever plate of web 2-2 is equal in magnitude；
The top flange of interior closing in 1-1 and prefabricated T shape concrete secondary beam 2 on the cantilever plate of precast concrete girder 1 with overhanging beam
2-1 is connected at top using arch screw bolt 3, two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam and prefabricated T shape
Closing in 2-7 is connected in bottom using arch screw bolt 3 in the web side of the two sides web 2-2 of concrete secondary beam 2；With the pre- of overhanging beam
The web of the interior closing in 1-7 of cantilever plate and prefabricated T shape concrete secondary beam 2 between two cantilever plate 1-2 of concrete girder 1 processed
2-2 is connected in bottom using arch screw bolt 3, and arch screw bolt 3 is each passed through the arc on the precast concrete girder 1 with overhanging beam
Arc installing port 2-6 on shape installing port 1-6, prefabricated T shape concrete secondary beam 2, and be locked；
Interior closing in 1-1 and top flange 2-1 mutually agree on cantilever plate, in the cantilever plate of the precast concrete girder 1 with overhanging beam
There are the gaps of 10mm for connection in upper between the closing in 1-1 and top flange 2-1 of prefabricated T shape concrete secondary beam 2, with overhanging beam
The abdomen of the interior closing in 1-7 of cantilever plate and prefabricated T shape concrete secondary beam 2 between two cantilever plate 1-2 of precast concrete girder 1
Plate 2-2 mutually agrees with, the interior closing in 1-7 of cantilever plate between two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam
Connection with the web 2-2 of prefabricated T shape concrete secondary beam 2 is respectively kept with the gap of 10mm, and vertical seam interconnected is using close
Closure material filling, sealing material use polyethylene foamed rod 4 and building structure marine glue 5, and polyethylene foamed rod 4 is located inside,
Outside is building structure marine glue 5.
The precast concrete girder 1 with overhanging beam includes interior closing in 1-1, cantilever plate 1-2, upper connection frame on cantilever plate
The interior closing in connection frame 1-4 of 1-3, cantilever plate, cantilever plate connection frame 1-5, arc installing port 1-6, the interior closing in 1-7 of cantilever plate,
Overhanging beam 1-8；
Precast concrete girder 1 with overhanging beam is integral prefabricated, and overhanging beam 1-8 is by closing in 1-1 interior on cantilever plate, two cantilever plates
The interior closing in 1-7 of 1-2, cantilever plate is constituted, the overhanging 400mm of cantilever plate 1-2；Interior closing in 1-1 height is deck-molding on cantilever plate；
The pre-buried upper connection frame 1-3 in top of the corresponding precast concrete girder 1 with overhanging beam of interior closing in 1-1, cantilever plate on cantilever plate
The pre-buried cantilever plate connection frame 1-5 in bottom of the corresponding precast concrete girder 1 with overhanging beam of 1-2, the interior closing in 1- of cantilever plate
The interior closing in connection frame 1-4 of the pre-buried cantilever plate in bottom of the 7 corresponding precast concrete girders 1 with overhanging beam, in band overhanging beam
Precast concrete girder 1 on upper connection frame 1-3, the interior closing in connection frame 1-4 of cantilever plate and cantilever plate connection frame 1-5 phase
Arc installing port 1-6 is respectively set in the position corresponding connecting screw hole 3-3.
The prefabricated T shape concrete secondary beam 2 includes prefabricated top flange 2-1, web 2-2, top flange connection frame 2-3, interior receipts
Mouthful connection frame 2-4, web connection frame 2-5, arc installing port 2-6, closing in 2-7 in web side, the height of top flange 2-1 is deck-molding
's；
On prefabricated T shape concrete secondary beam 2 with 3-3 pairs of connecting screw hole of top flange connection frame 2-3 and interior closing in connection frame 2-4
Arc installing port 2-6 is respectively set in the position answered, and the plane projection of arc installing port 2-6 is isosceles trapezoid, the perpendicular of beam
It is projected as arc.
In the bottom of the corresponding prefabricated T shape concrete secondary beam 2 of web 2-2, web connection frame 2-5, web connection frame are set
2-5 is corresponding with the interior closing in connection frame 1-4 of the cantilever plate for the precast concrete girder 1 with overhanging beam installed, in two sides
Web side in the corresponding prefabricated T shape concrete secondary beam 2 of closing in 2-7 bottom be arranged in closing in connection frame 2-4, interior closings in company
It is corresponding with the cantilever plate connection frame 1-5 of precast concrete girder 1 with overhanging beam installed to meet frame 2-4,2-1 pairs of the edge of a wing
At the top of the prefabricated T shape concrete secondary beam 2 answered be arranged top flange connection frame 2-3, top flange connection frame 2-3 with installed with overhanging
The upper connection frame 1-3 of the precast concrete girder 1 of beam is corresponding.
The connection frame is made of connection reinforcing bar 3-1, junction steel plate 3-2, connecting screw hole 3-3, and connection reinforcing bar 3-1, which is located at, to be connected
It connects among steel plate 3-2, and is uniformly distributed, junction steel plate 3-2 is respectively set at the both ends of connection reinforcing bar 3-1, in junction steel plate 3-2
Upper setting connecting screw hole 3-3, connection reinforcing bar 3-1 and connecting screw hole 3-3 are alternately distributed.
Embodiment 3: as shown in Fig. 1 ~ Fig. 9, assembly concrete girder and secondary beam dry type connecting node, including band overhanging beam
Precast concrete girder 1, prefabricated T shape concrete secondary beam 2, arch screw bolt 3, polyethylene foamed rod 4, building structure marine glue 5,
It is characterized in that,
The top flange 2-1 of prefabricated T shape concrete secondary beam 2 is overlapped on two cantilever plates of the precast concrete girder 1 with overhanging beam
On 1-2, the edge of a wing thickness and width of top flange 2-1 is equal with the depth and width of closing in 1-1 interior on cantilever plate, and prefabricated T shape is mixed
The web 2-2 of solidifying soil secondary beam 2 is extend between the cantilever plate between two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam
In interior closing in 1-7, the interior closing in 1-7 of the width and length and cantilever plate of web 2-2 is equal in magnitude；
The top flange of interior closing in 1-1 and prefabricated T shape concrete secondary beam 2 on the cantilever plate of precast concrete girder 1 with overhanging beam
2-1 is connected at top using arch screw bolt 3, two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam and prefabricated T shape
Closing in 2-7 is connected in bottom using arch screw bolt 3 in the web side of the two sides web 2-2 of concrete secondary beam 2；With the pre- of overhanging beam
The web of the interior closing in 1-7 of cantilever plate and prefabricated T shape concrete secondary beam 2 between two cantilever plate 1-2 of concrete girder 1 processed
2-2 is connected in bottom using arch screw bolt 3, and arch screw bolt 3 is each passed through the arc on the precast concrete girder 1 with overhanging beam
Arc installing port 2-6 on shape installing port 1-6, prefabricated T shape concrete secondary beam 2, and be locked；
Interior closing in 1-1 and top flange 2-1 mutually agree on cantilever plate, in the cantilever plate of the precast concrete girder 1 with overhanging beam
There are the gaps of 10mm for connection in upper between the closing in 1-1 and top flange 2-1 of prefabricated T shape concrete secondary beam 2, with overhanging beam
The abdomen of the interior closing in 1-7 of cantilever plate and prefabricated T shape concrete secondary beam 2 between two cantilever plate 1-2 of precast concrete girder 1
Plate 2-2 mutually agrees with, the interior closing in 1-7 of cantilever plate between two cantilever plate 1-2 of the precast concrete girder 1 with overhanging beam
Connection with the web 2-2 of prefabricated T shape concrete secondary beam 2 is respectively kept with the gap of 10mm, and vertical seam interconnected is using close
Closure material filling, sealing material use polyethylene foamed rod 4 and building structure marine glue 5, and polyethylene foamed rod 4 is located inside,
Outside is building structure marine glue 5.
The precast concrete girder 1 with overhanging beam includes interior closing in 1-1, cantilever plate 1-2, upper connection frame on cantilever plate
The interior closing in connection frame 1-4 of 1-3, cantilever plate, cantilever plate connection frame 1-5, arc installing port 1-6, the interior closing in 1-7 of cantilever plate,
Overhanging beam 1-8；
Precast concrete girder 1 with overhanging beam is integral prefabricated, and overhanging beam 1-8 is by closing in 1-1 interior on cantilever plate, two cantilever plates
The interior closing in 1-7 of 1-2, cantilever plate is constituted, the overhanging 350mm of cantilever plate 1-2；Interior closing in 1-1 height is deck-molding on cantilever plate；
The pre-buried upper connection frame 1-3 in top of the corresponding precast concrete girder 1 with overhanging beam of interior closing in 1-1, cantilever plate on cantilever plate
The pre-buried cantilever plate connection frame 1-5 in bottom of the corresponding precast concrete girder 1 with overhanging beam of 1-2, the interior closing in 1- of cantilever plate
The interior closing in connection frame 1-4 of the pre-buried cantilever plate in bottom of the 7 corresponding precast concrete girders 1 with overhanging beam, in band overhanging beam
Precast concrete girder 1 on upper connection frame 1-3, the interior closing in connection frame 1-4 of cantilever plate and cantilever plate connection frame 1-5 phase
Arc installing port 1-6 is respectively set in the position corresponding connecting screw hole 3-3.
The prefabricated T shape concrete secondary beam 2 includes prefabricated top flange 2-1, web 2-2, top flange connection frame 2-3, interior receipts
Mouthful connection frame 2-4, web connection frame 2-5, arc installing port 2-6, closing in 2-7 in web side, the height of top flange 2-1 is deck-molding
's；
On prefabricated T shape concrete secondary beam 2 with 3-3 pairs of connecting screw hole of top flange connection frame 2-3 and interior closing in connection frame 2-4
Arc installing port 2-6 is respectively set in the position answered, and the plane projection of arc installing port 2-6 is isosceles trapezoid, the perpendicular of beam
It is projected as arc.
In the bottom of the corresponding prefabricated T shape concrete secondary beam 2 of web 2-2, web connection frame 2-5, web connection frame are set
2-5 is corresponding with the interior closing in connection frame 1-4 of the cantilever plate for the precast concrete girder 1 with overhanging beam installed, in two sides
Web side in the corresponding prefabricated T shape concrete secondary beam 2 of closing in 2-7 bottom be arranged in closing in connection frame 2-4, interior closings in company
It is corresponding with the cantilever plate connection frame 1-5 of precast concrete girder 1 with overhanging beam installed to meet frame 2-4,2-1 pairs of the edge of a wing
At the top of the prefabricated T shape concrete secondary beam 2 answered be arranged top flange connection frame 2-3, top flange connection frame 2-3 with installed with overhanging
The upper connection frame 1-3 of the precast concrete girder 1 of beam is corresponding.
The connection frame is made of connection reinforcing bar 3-1, junction steel plate 3-2, connecting screw hole 3-3, and connection reinforcing bar 3-1, which is located at, to be connected
It connects among steel plate 3-2, and is uniformly distributed, junction steel plate 3-2 is respectively set at the both ends of connection reinforcing bar 3-1, in junction steel plate 3-2
Upper setting connecting screw hole 3-3, connection reinforcing bar 3-1 and connecting screw hole 3-3 are alternately distributed.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (4)
1. assembly concrete girder and secondary beam dry type connecting node, including the precast concrete girder (1) with overhanging beam, prefabricated
T shape concrete secondary beam (2), arch screw bolt (3), polyethylene foamed rod (4), building structure marine glue (5), which is characterized in that
The top flange (2-1) of prefabricated T shape concrete secondary beam (2) is overlapped on two of the precast concrete girder (1) with overhanging beam
On cantilever plate (1-2), the depth and width phase of the edge of a wing thickness and width of top flange (2-1) and closing in (1-1) interior on cantilever plate
It is overhanging Deng, the web (2-2) of prefabricated T shape concrete secondary beam (2) extend into the precast concrete girder (1) with overhanging beam two
In the interior closing in (1-7) of cantilever plate between plate (1-2), the interior closing in (1-7) of the width and length and cantilever plate of web (2-2) is big
It is small equal；
Interior close up (1-1) and prefabricated T shape concrete secondary beam (2) on the cantilever plate of precast concrete girder (1) with overhanging beam
Top flange (2-1) is connected at top using arch screw bolt (3), two cantilever plates of the precast concrete girder (1) with overhanging beam
Closing in (2-7) uses arc spiral shell in bottom in the web side of two sides web (2-2) of (1-2) and prefabricated T shape concrete secondary beam (2)
Bolt (3) connection；Interior closing in (the 1- of cantilever plate between two cantilever plates (1-2) of the precast concrete girder (1) with overhanging beam
7) it is connect in bottom using arch screw bolt (3) with the web (2-2) of prefabricated T shape concrete secondary beam (2), arch screw bolt (3) is divided equally
Not Chuan Guo arc installing port (1-6) on the precast concrete girder (1) with overhanging beam, on prefabricated T shape concrete secondary beam (2)
Arc installing port (2-6), and be locked；
Interior closing in (1-1) and top flange (2-1) mutually agree on cantilever plate, in the precast concrete girder (1) with overhanging beam
There are between 10mm for the interior connection closed up (1-1) between the top flange (2-1) of prefabricated T shape concrete secondary beam (2) on cantilever plate
Gap, the interior closing in (1-7) of cantilever plate between two cantilever plates (1-2) of the precast concrete girder (1) with overhanging beam and pre-
The web (2-2) of T shape concrete secondary beam (2) processed mutually agrees with, two cantilever plates of the precast concrete girder (1) with overhanging beam
The interior connection for closing up (1-7) and the web (2-2) of prefabricated T shape concrete secondary beam (2) of cantilever plate between (1-2) is respectively kept with
The gap of 10mm, vertical seam interconnected are filled using sealing material, and sealing material is using polyethylene foamed rod (4) and builds
Structurally waterproof glue (5), polyethylene foamed rod (4) are located inside, and outside is building structure marine glue (5).
2. assembly concrete girder according to claim 1 and secondary beam dry type connecting node, which is characterized in that with overhanging
The precast concrete girder (1) of beam includes interior closing in (1-1), cantilever plate (1-2), upper connection frame (1-3), cantilever plate on cantilever plate
It is interior closing in connection frame (1-4), cantilever plate connection frame (1-5), arc installing port (1-6), the interior closing in (1-7) of cantilever plate, outer
Beam (1-8)；
Precast concrete girder (1) with overhanging beam is integral prefabricated, and overhanging beam (1-8) is by closing in (1-1), two interior on cantilever plate
The interior closing in (1-7) of cantilever plate (1-2), cantilever plate is constituted, cantilever plate (1-2) overhanging 300mm-400mm；Interior closing on cantilever plate
(1-1) is highly the 1/3 ~ 1/2 of deck-molding；The corresponding precast concrete girder (1) with overhanging beam of interior closing in (1-1) on cantilever plate
The pre-buried upper connection frame (1-3) in top, the bottom of the corresponding precast concrete girder (1) with overhanging beam of cantilever plate (1-2) is pre-
It buries cantilever plate connection frame (1-5), the bottom of interior (1-7) the corresponding precast concrete girder (1) with overhanging beam that closes up of cantilever plate
The interior closing in connection frame (1-4) of the pre-buried cantilever plate in portion, on the precast concrete girder (1) with overhanging beam with upper connection frame (1-
3), the interior closing in connection frame (1-4) of cantilever plate and the corresponding connecting screw hole position (3-3) difference of cantilever plate connection frame (1-5)
It is arranged arc installing port (1-6).
3. assembly concrete girder according to claim 1 and secondary beam dry type connecting node, which is characterized in that prefabricated T
Shape concrete secondary beam (2) includes prefabricated top flange (2-1), web (2-2), top flange connection frame (2-3), interior closing in connection frame
(2-4), web connection frame (2-5), arc installing port (2-6) close up (2-7) in web side, and the height of top flange (2-1) is beam
High 1/3 ~ 1/2；
Connecting screw hole on prefabricated T shape concrete secondary beam (2) with top flange connection frame (2-3) and interior closing in connection frame (2-4)
The corresponding position (3-3) is respectively set arc installing port (2-6), and the plane projection of arc installing port (2-6) is isosceles trapezoid, beam
Perpendicular be projected as arc；
Web connection frame (2-5) is set in the bottom of the corresponding prefabricated T shape concrete secondary beam (2) of web (2-2), web connection
The interior closing in connection frame (1-4) of cantilever plate of frame (2-5) and the precast concrete girder (1) with overhanging beam installed is opposite
It answers, interior closing in connection frame is arranged in the bottom of (2-7) corresponding prefabricated T shape concrete secondary beam (2) of closing up in the web side of two sides
(2-4), the cantilever plate connection frame (1- of interior closing in connection frame (2-4) and the precast concrete girder (1) with overhanging beam installed
5) corresponding, top flange connection frame (2-3) is set at the top of the edge of a wing (2-1) corresponding prefabricated T shape concrete secondary beam (2), upper limb
Edge connection frame (2-3) is corresponding with upper connection frame (1-3) of precast concrete girder (1) with overhanging beam installed.
4. assembly concrete girder according to claim 1 and secondary beam dry type connecting node, which is characterized in that connection frame
It is made of connection reinforcing bar (3-1), junction steel plate (3-2), connecting screw hole (3-3), connection reinforcing bar (3-1) is located at junction steel plate (3-
2) intermediate, and be uniformly distributed, junction steel plate (3-2) is respectively set at the both ends of connection reinforcing bar (3-1), at junction steel plate (3-2)
Upper setting connecting screw hole (3-3), connects reinforcing bar (3-1) and connecting screw hole (3-3) is alternately distributed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811454235.2A CN109296067A (en) | 2018-11-30 | 2018-11-30 | Assembly concrete girder and secondary beam dry type connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811454235.2A CN109296067A (en) | 2018-11-30 | 2018-11-30 | Assembly concrete girder and secondary beam dry type connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109296067A true CN109296067A (en) | 2019-02-01 |
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ID=65142186
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811454235.2A Withdrawn CN109296067A (en) | 2018-11-30 | 2018-11-30 | Assembly concrete girder and secondary beam dry type connecting node |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684926A (en) * | 2021-09-08 | 2021-11-23 | 南通职业大学 | Construction process of dry-type fully-assembled industrialized concrete primary and secondary beam joints |
-
2018
- 2018-11-30 CN CN201811454235.2A patent/CN109296067A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684926A (en) * | 2021-09-08 | 2021-11-23 | 南通职业大学 | Construction process of dry-type fully-assembled industrialized concrete primary and secondary beam joints |
| CN113684926B (en) * | 2021-09-08 | 2022-07-12 | 南通职业大学 | Construction process of dry-type fully-assembled industrialized concrete primary and secondary beam joints |
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Application publication date: 20190201 |