CN208777440U - Dry construction bilayer core plate sleeper shear connector concrete panel - Google Patents
Dry construction bilayer core plate sleeper shear connector concrete panel Download PDFInfo
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- CN208777440U CN208777440U CN201821031427.8U CN201821031427U CN208777440U CN 208777440 U CN208777440 U CN 208777440U CN 201821031427 U CN201821031427 U CN 201821031427U CN 208777440 U CN208777440 U CN 208777440U
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Abstract
This item utility model provides dry construction bilayer core plate sleeper shear connector concrete panel, belongs to building structure technology field.Dry construction bilayer core plate sleeper shear connector concrete panel is connected with dry construction bilayer core plate sleeper shear connector assembly concrete gusset；The recessed fourth of the twelve Earthly Branches of the waterproof outer of one end, intermediate waterproof tenon, the recessed fourth of the twelve Earthly Branches of moderate soak, interior table heat preservation tenon and the waterproof outer tenon of another block of wallboard, the recessed fourth of the twelve Earthly Branches of intermediate waterproof, moderate soak tenon, the recessed fourth of the twelve Earthly Branches of interior table heat preservation are mutually agreed with；It connects bolt and connects box from the horizontal reinforcement that the horizontal reinforcement of one block of wallboard connects box through another block of wallboard respectively, and nut is installed respectively, the wall piece of two sides is connected；The utility model connection is reliable, good integrity, with superior anti-seismic performance, solve the problems, such as the shearing strength at intersection ability wretched insufficiency for assembling concrete structure entirely, and heat bridge is both effectively cut off, in turn ensure the globality of wallboard, while stress performance, thermal insulation property, durability are significantly increased.
Description
Technical field
The utility model belongs to building structure technology field, is related to a kind of building energy conservation wall, more particularly to Energy-saving Building
Build the dry construction bilayer core plate sleeper shear connector concrete panel of use.
Background technique
It is that main passes through site-assembled side that assembly concrete building, which refers to the concrete prefabricated element of the factorial production,
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.
As the quickening of China " building industrialization, housing industrialization " process, and the continuous of Chinese " demographic dividend " subtract
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.
Utility model content
1, purpose of utility model:
The purpose of this utility model is to provide dry construction bilayer core plate sleeper shear connector concrete panel and its connections
Method mainly solves the overall coordination performance of assembly concrete sandwich wall, energy-efficient performance is improved, using entirety without heat bridge
Technology and enhancing sleeper system, significantly improve anti-seismic performance, and connector quantity is greatly reduced, simplify construction, be obviously improved it
Efficiency is industrialized, China's assembly concrete high residential building industrialized development process is pushed, reduces resource and energy consumption.Full dress
It is connected at floor with concrete wall, floor shear resistance wretched insufficiency will cause shock resistance wretched insufficiency.
2, technical solution:
Dry construction bilayer core plate sleeper shear connector concrete panel and attaching method thereof, dry construction bilayer core plate sleeper
Shear connector concrete panel is connected with dry construction bilayer core plate sleeper shear connector concrete panel or dry construction bilayer core plate
Sleeper shear connector concrete panel is connected with dry construction bilayer core plate sleeper shear connector assembly concrete gusset；One block of wallboard
The recessed fourth of the twelve Earthly Branches of the waterproof outer of one end, intermediate waterproof tenon, the recessed fourth of the twelve Earthly Branches of moderate soak, interior table heat preservation tenon and the outer layer of another block of wallboard are anti-
Water tenon, the recessed fourth of the twelve Earthly Branches of intermediate waterproof, moderate soak tenon, interior table keep the temperature the recessed fourth of the twelve Earthly Branches and mutually agree with；Wherein concrete connects sleeper shear connector
It connect sleeper shear connector with concrete to be connected to each other, seam insulation board and seam insulation board are connected to each other；Bolt is connected respectively from one piece
The horizontal reinforcement that the horizontal reinforcement of wallboard connects box through another block of wallboard connects box, and installs nut respectively, by the wall of two sides
Piece connection；
Layer concrete sleeper shear connector and 1 exclusive layer concrete sleeper in 1 row is respectively formed at the top of the wall of connection to cut
Power key, and mutually agree with the interior layer concrete sleeper of bottom shearing slot and outer concrete sleeper shearing slot respectively, the height of the two
Difference is the thickness of floor；
It is flushed at the top of outdoor concrete topping, outer layer insulation board and layer concrete sleeper shear connector, forms bed joint
Waterproof, heat insulation protecting layer；
Thick middle concrete layer and interior between interior layer concrete sleeper shear connector, outer concrete sleeper shear connector
Groove is collectively formed in concrete topping and internal layer insulation board, mutually agrees with the bottom L shear connector of corresponding position bottom.
Further, the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard includes plate body (1), room
Inner concrete surface layer, outdoor concrete topping, thick middle concrete layer, interior layer concrete sleeper shear connector, outer concrete are dark
It is column shear connector, concrete connection sleeper shear connector, outer layer insulation board, internal layer insulation board, seam insulation board, intermediate steel mesh, outer
The vertical connection reinforcing bar of row, interior row vertically connect the recessed fourth of the twelve Earthly Branches of reinforcing bar, waterproof outer, waterproof outer tenon, intermediate waterproof tenon, intermediate anti-
The recessed fourth of the twelve Earthly Branches of water, the recessed fourth of the twelve Earthly Branches of moderate soak, moderate soak tenon, interior table heat preservation tenon, interior table keep the temperature the recessed fourth of the twelve Earthly Branches, interior layer concrete sleeper shearing
Slot, inner plating shear connector, floor connecting screw hole, interior placing of reinforcement connection box, outer placing of reinforcement connection box, outer concrete sleeper shearing
Slot, middle plate shear connector, coupling nut, horizontal connection reinforcing bar, horizontal reinforcement connect box, horizontal connection bolt penetration hole；
Plate body includes 5 layers, from inside to outside respectively indoor concrete surface layer, internal layer insulating layer, thick middle concrete layer, outer
Layer insulating layer and outdoor concrete topping, thick middle concrete layer with a thickness of indoor concrete surface layer and outdoor concrete topping
1.2-2 times of thickness；
Internal layer insulating layer is arranged in rows by several pieces of insulation boards, and both ends are that respectively seam insulation board, centre are several
Internal layer insulation board, seam insulation board and internal layer insulation board uniform rows distribution, between seam insulation board and internal layer insulation board with
And interior layer concrete is collectively formed in concrete rib, thick middle concrete layer and the indoor concrete surface layer between internal layer insulation board
Sleeper stretches out wallboard top surface on top and forms interior layer concrete sleeper shear connector；
Outer layer insulating layer is distributed by several outer layer insulation board uniform rows, concrete rib, centre between outer layer insulation board
Outer concrete sleeper is collectively formed in thick concrete layer and outdoor concrete topping, and it is mixed to stretch out wallboard top surface formation outer layer on top
Solidifying soil sleeper shear connector；Concrete is collectively formed in the both ends of outer layer insulating layer, thick middle concrete layer and outdoor concrete topping
Sleeper is connected, wallboard top surface is stretched out on top and forms concrete connection sleeper shear connector；Outer concrete sleeper shear connector and mixed
The vertically floor connecting screw hole with wallboard direction is opened up respectively on solidifying soil connection sleeper shear connector；
Outdoor concrete topping and outer layer insulation board 8 stretch out wallboard top surface, and top surface and interior layer concrete sleeper shear
Key, outer concrete sleeper shear connector, concrete connection sleeper shear connector apical side height it is identical, formed interlayer heat preservation, waterproof,
The protective layer gone along with sb. to guard him；
Wherein one end of plate body be respectively from outside to inside the recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon, the recessed fourth of the twelve Earthly Branches of moderate soak,
Interior table keeps the temperature tenon, and level cross-sectionn is concordant, and between have slope connection；The recessed fourth of the twelve Earthly Branches of waterproof outer lacks for right-angled trapezium
Mouthful, intermediate waterproof tenon is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches of moderate soak is isosceles trapezoid notch, and interior table heat preservation tenon is right angle ladder
Shape protrusion；The recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon are located at the outer end of concrete connection sleeper shear connector, the recessed fourth of the twelve Earthly Branches position of moderate soak
In the outer end of concrete connection sleeper shear connector and seam insulation board；It is from outside to inside respectively waterproof outer in the other end of plate body
Tenon, the recessed fourth of the twelve Earthly Branches of intermediate waterproof, moderate soak tenon, interior table keep the temperature the recessed fourth of the twelve Earthly Branches, anti-with the recessed fourth of the twelve Earthly Branches of the waterproof outer of the other end, centre respectively
The recessed fourth of the twelve Earthly Branches of water tenon, moderate soak, interior table heat preservation tenon agree with respectively；
It is respectively set in interior layer concrete sleeper in one and arranges vertical connection reinforcing bar, internal layer coagulation is stretched out on top
The top surface of native sleeper shear connector, it is in a row that all interior rows vertically connect reinforcing bar, and top is equal with thread, and can install connection
Nut is separately connected interior placing of reinforcement connection box in bottom, and interior placing of reinforcement connection box is uncovered can, uncovered side dew to interior
The bottom end setting of side, interior placing of reinforcement connection box is opened to the screw hole of bottom；Outer concrete sleeper connects in sleeper with concrete
An outlet is respectively set and vertically connects reinforcing bar, outer concrete sleeper shear connector is stretched out in top respectively, concrete connects
The top surface of sleeper shear connector is connect, it is in a row that all outlets vertically connect reinforcing bar, and top is equal with thread, and can install connection
Nut is separately connected outer placing of reinforcement connection box in bottom, and outer placing of reinforcement connection box is uncovered can, uncovered side dew to outdoor
The bottom end setting of side, outer placing of reinforcement connection box is opened to the screw hole of bottom；
Interior layer concrete sleeper shearing slot is respectively set in the bottom of interior layer concrete sleeper, interior layer concrete sleeper is cut
Power slot is rectangular notch, is protected between interior layer concrete sleeper shearing slot with the indoor concrete surface layer in the outside at both ends, internal layer
Warm plate or seam insulation board form inner plating shear connector；Distinguish in the bottom of outer concrete sleeper, concrete connection sleeper
Outer concrete sleeper is set and shears slot, it is rectangular notch that outer concrete sleeper, which shears slot, is sheared in outer concrete sleeper
Thick middle concrete layer forms middle plate shear connector between slot；
Interior layer concrete sleeper shear connector, outer concrete sleeper shear connector connect the height of sleeper shear connector with concrete
The height of layer concrete sleeper shearing slot or outer concrete sleeper shearing slot adds the thickness of floor in being respectively；
The horizontal connection reinforcing bar of several horizontal homogeneous distributions is set in thick middle concrete layer, is all connected with water at its both ends
Flat reinforcing bar connects box, and it is uncovered can, uncovered side dew to outdoor side, the end of horizontal reinforcement connection box that horizontal reinforcement, which connects box,
Portion is respectively provided with the horizontal connection bolt penetration hole for being opened to both ends.
Further, the dry construction bilayer core plate sleeper shear connector assembly concrete gusset includes plate body, interior
Concrete topping, outdoor concrete topping, thick middle concrete layer, concrete connect sleeper shear connector, outer layer insulation board, internal layer
Insulation board, intermediate steel mesh, outlet vertically connect the recessed fourth of the twelve Earthly Branches of reinforcing bar, waterproof outer, waterproof outer tenon, intermediate waterproof tenon, in
Between the recessed fourth of the twelve Earthly Branches of waterproof, the recessed fourth of the twelve Earthly Branches of moderate soak, moderate soak tenon, interior table heat preservation tenon, interior table keep the temperature the recessed fourth of the twelve Earthly Branches, outer concrete sleeper
It is vertical to shear slot, coupling nut, horizontal reinforcement connection box, horizontal connection bolt penetration hole, concrete corner sleeper shear connector, corner
It connects reinforcing bar, stirrup, bottom comers concrete sleeper and shears slot, bottom L shear connector, L shape horizontal connection reinforcing bar；
The plate body is L shape, including 5 layers, respectively indoor concrete surface layer, internal layer insulating layer, thick middle from inside to outside
Concrete layer, outer layer insulating layer and outdoor concrete topping, thick middle concrete layer with a thickness of indoor concrete surface layer and room
1.2-2 times of outer concrete topping thickness；
Outer layer insulating layer is mutually perpendicular to constitute by two pieces of outer layer insulation boards, and outer layer keeps the temperature board ends concrete rib, thick middle
Outer concrete sleeper is collectively formed in concrete layer and outdoor concrete topping, stretches out wallboard top surface on top and forms concrete company
Connect sleeper shear connector；Corner on the inside of plate body corner, outer layer insulating layer is concrete corner sleeper, and concrete corner is dark
Column top stretches out plate body and forms concrete corner sleeper shear connector；Outer layer insulating layer and its outdoor concrete surface of corresponding outside
The top surface of layer is identical as concrete connection sleeper shear connector, the apical side height of concrete corner sleeper shear connector, forms interlayer and protects
Temperature, waterproof, the protective layer gone along with sb. to guard him；
Internal layer insulating layer uses two pieces of internal layer insulation boards, and the equal one end of internal layer insulation board extends to concrete corner sleeper, another
End extends to the end of plate body；In two overhanging arms of plate body, concrete connects sleeper shear connector and concrete corner sleeper shearing
Thick middle concrete layer, internal layer insulating layer and the indoor concrete surface layer of key form L-shaped shearing slot；
Wherein one end of plate body be respectively from outside to inside the recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon, the recessed fourth of the twelve Earthly Branches of moderate soak,
Interior table keeps the temperature tenon, and level cross-sectionn is concordant, and between have slope connection；The recessed fourth of the twelve Earthly Branches of waterproof outer lacks for right-angled trapezium
Mouthful, intermediate waterproof tenon is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches of moderate soak is isosceles trapezoid notch, and interior table heat preservation tenon is right angle ladder
Shape protrusion；The recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon are located at the outer end of concrete connection sleeper shear connector, the recessed fourth of the twelve Earthly Branches of moderate soak
(18) it is located at the outer end of concrete connection sleeper shear connector and seam insulation board；It is from outside to inside respectively outer in the other end of plate body
Layer waterproof tenon, the recessed fourth of the twelve Earthly Branches of intermediate waterproof, moderate soak tenon, interior table keep the temperature the recessed fourth of the twelve Earthly Branches, respectively with the recessed fourth of the twelve Earthly Branches of the waterproof outer of the other end,
Intermediate waterproof tenon, the recessed fourth of the twelve Earthly Branches of moderate soak, interior table heat preservation tenon agree with respectively；
One group of corner is set in concrete corner sleeper and vertically connects reinforcing bar, concrete corner sleeper is stretched out on top
The top surface of shear connector, and top band thread, and coupling nut can be installed, horizontal reinforcement connection is separately connected in bottom
Box, it is uncovered can that horizontal reinforcement, which connects box, and interior angle, other horizontal reinforcements are exposed in the horizontal reinforcement connection box uncovered side of interior angle
Box uncovered side dew is connected to outdoor side；The bottom end setting of horizontal reinforcement connection box is opened to the screw hole of bottom；Outer concrete is dark
An outlet is respectively set in column and vertically connects reinforcing bar, outer concrete sleeper shear connector, coagulation are stretched out in top respectively
The top surface of soil connection sleeper shear connector, all outlets vertically connect the top band thread of reinforcing bar, and can install connection spiral shell
Cap is separately connected horizontal reinforcement connection box in bottom, and it is uncovered can, uncovered side dew to outdoor one that horizontal reinforcement, which connects box,
The bottom end setting of side, horizontal reinforcement connection box is opened to the screw hole of bottom；
In the bottom of concrete corner sleeper, setting bottom comers concrete sleeper shears slot, bottom comers concrete sleeper
Shearing slot is rectangular notch；Outer concrete sleeper shearing slot is respectively set in the bottom of outer concrete sleeper, outer layer is mixed
Solidifying soil sleeper shearing slot is rectangular notch, is sheared between slot and outer concrete sleeper shearing slot in bottom comers concrete sleeper
Thick middle concrete layer and indoor concrete surface layer and internal layer insulation board form bottom L shear connector；
Concrete connects sleeper shear connector, the height of concrete corner sleeper shear connector is respectively bottom comers concrete
The height that sleeper shearing slot, outer concrete sleeper shear slot adds the thickness of floor；
Intermediate steel mesh and several equally distributed L shape horizontal connection reinforcing bars are set in thick middle concrete layer, in L
Shape horizontal connection reinforcing bar both ends are all connected with horizontal reinforcement connection box, and it is uncovered can that horizontal reinforcement, which connects box, and uncovered side dew arrives
The end of outdoor side, horizontal reinforcement connection box is respectively provided with the horizontal connection bolt penetration hole for being opened to both ends.
Further, the seam insulation board exposes plate body in the two sides of plate body, and the seam insulation board at both ends mutually agrees with, connects
The end face for stitching the half to one times of insulation board is splay end mouth, tilt angle and the recessed fourth of the twelve Earthly Branches of moderate soak or moderate soak tenon
Isosceles trapezoid bevel edge angle it is consistent.
3, advantage with the utility model has the advantages that
The effect and advantage of the utility model are connection types using dry construction, simplify construction；Connection is reliable, whole
Property it is good, have superior anti-seismic performance, rigidity is obviously improved, and reduces connector quantity, be obviously improved its industrialize efficiency, drop
Low-resource and energy consumption, and generalization may be implemented, it standardizes.And it is integrated with going along with sb. to guard him etc. to be able to achieve load-bearing.Effectively solution
Determined full assembly concrete structure shearing strength at intersection ability wretched insufficiency the problem of, and both effectively cut off heat bridge, in turn ensured
The globality of wallboard is not necessarily to tension member it is ensured that each leaf wall piece cooperates, and stress performance, thermal insulation property, durability are aobvious
It writes and improves.
Detailed description of the invention
Fig. 1 is dry construction bilayer core plate sleeper shear connector concrete panel and attaching method thereof floor map.
Fig. 2 is dry construction bilayer core plate sleeper shear connector concrete panel and attaching method thereof elevational schematic view.
Fig. 3 is side elevational schematic view in dry construction bilayer core plate sleeper shear connector assembly concrete wallboard room.
Fig. 4 is side elevational schematic view outside dry construction bilayer core plate sleeper shear connector assembly concrete wallboard room.
Fig. 5 is dry construction bilayer core plate sleeper shear connector assembly concrete wallboard side elevation schematic diagram.
Fig. 6 is dry construction bilayer core plate sleeper shear connector assembly concrete wallboard schematic top plan view.
Fig. 7 is side elevational schematic view outside dry construction bilayer core plate sleeper shear connector assembly concrete gusset room.
Fig. 8 is side elevational schematic view in dry construction bilayer core plate sleeper shear connector assembly concrete gusset room.
Fig. 9 is dry construction bilayer core plate sleeper shear connector assembly concrete gusset schematic top plan view.
In figure, 1 is plate body；2 be indoor concrete surface layer；3 be outdoor concrete topping；4 be thick middle concrete layer；5
For interior layer concrete sleeper shear connector；6 be outer concrete sleeper shear connector；7 connect sleeper shear connector for concrete；8 be outer
Layer insulation board；9 be internal layer insulation board；10 be seam insulation board；11 be intermediate steel mesh；12 vertically connect reinforcing bar for outlet；13
Reinforcing bar is vertically connected for interior row；14 be the recessed fourth of the twelve Earthly Branches of waterproof outer；15 be waterproof outer tenon；16 be intermediate waterproof tenon；17 are
Between the recessed fourth of the twelve Earthly Branches of waterproof；18 be the recessed fourth of the twelve Earthly Branches of moderate soak；19 be moderate soak tenon；20 keep the temperature tenon for interior table；21 is recessed for the heat preservation of interior table
The fourth of the twelve Earthly Branches；22 shear slot for interior layer concrete sleeper；23 be inner plating shear connector；24 be floor connecting screw hole；25 connect for interior placing of reinforcement
Connect box；26 connect box for outer placing of reinforcement；27 shear slot for outer concrete sleeper；28 be middle plate shear connector；29 be connection spiral shell
Cap；30 be horizontal connection reinforcing bar；31 connect box for horizontal reinforcement；32 be horizontal connection bolt penetration hole；33 is dark for concrete corner
Column shear connector；34 vertically connect reinforcing bar for corner；35 be stirrup；36 shear slot for bottom comers concrete sleeper；37 be bottom L
Shape shear connector；38 connect reinforcing bar for L shape；39 be connection bolt；40 be nut.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
The utility model proposes dry construction bilayer core plate sleeper shear connector concrete panel and attaching method thereof such as Fig. 1
Shown in ~ Fig. 9.
A kind of dry construction bilayer core plate sleeper shear connector concrete panel and attaching method thereof, dry construction bilayer core plate
Sleeper shear connector concrete panel is connected with dry construction bilayer core plate sleeper shear connector concrete panel or dry construction is double-deck
Core plate sleeper shear connector concrete panel is connected with dry construction bilayer core plate sleeper shear connector assembly concrete gusset；One piece
The recessed fourth of the twelve Earthly Branches 14 of the waterproof outer of wallboard one end, intermediate waterproof tenon 16, the recessed fourth of the twelve Earthly Branches 18 of moderate soak, interior table heat preservation tenon 20 and another
The waterproof outer tenon 15 of one block of wallboard, the recessed fourth of the twelve Earthly Branches 17 of intermediate waterproof, moderate soak tenon 19, interior table keep the temperature recessed 21 phase of the fourth of the twelve Earthly Branches and agree with；
Wherein concrete connection sleeper shear connector 7 connect sleeper shear connector 7 with concrete and is connected to each other, seam insulation board 10 and seam heat preservation
Plate 10 is connected to each other；Bolt 39 is connected respectively from the horizontal reinforcement connection box 31 of one block of wallboard through the horizontal reinforcement of another block of wallboard
Box 31 is connected, and nut 40 is installed respectively, the wall piece of two sides is connected；
The exclusive layer concrete sleeper of layer concrete sleeper shear connector 5 and 1 in 1 row is respectively formed at the top of the wall of connection to cut
Power key 6, and agree with respectively with the interior layer concrete sleeper of bottom shearing slot 22 and outer concrete sleeper shearing 27 phase of slot, the two
Height difference be floor thickness；
Outdoor concrete topping 3, outer layer insulation board 8 are flushed with the top of layer concrete sleeper shear connector 6, and forming layer is indirect
The waterproof of seam, heat insulation protecting layer；
Thick middle concrete layer 4 between interior layer concrete sleeper shear connector 5, outer concrete sleeper shear connector 6 and
Groove is collectively formed in indoor concrete surface layer 2 and internal layer insulation board 9, the 37 phase contract of bottom L shear connector with corresponding position bottom
It closes.
The dry construction bilayer core plate sleeper shear connector assembly concrete wallboard includes plate body 1, indoor concrete face
Layer 2, outdoor concrete topping 3, thick middle concrete layer 4, interior layer concrete sleeper shear connector 5, outer concrete sleeper shearing
Key 6, concrete connection sleeper shear connector 7, outer layer insulation board 8, internal layer insulation board 9, seam insulation board 10, intermediate steel mesh 11,
Outlet vertically connects reinforcing bar 12, interior row vertically connects the recessed fourth of the twelve Earthly Branches 14 of reinforcing bar 13, waterproof outer, waterproof outer tenon 15, intermediate waterproof
Tenon 16, the recessed fourth of the twelve Earthly Branches 17 of intermediate waterproof, the recessed fourth of the twelve Earthly Branches 18 of moderate soak, moderate soak tenon 19, interior table heat preservation tenon 20, the heat preservation of interior table are recessed
It is the fourth of the twelve Earthly Branches 21, interior layer concrete sleeper shearing slot 22, inner plating shear connector 23, floor connecting screw hole 24, interior placing of reinforcement connection box 25, outer
Placing of reinforcement connects box 26, outer concrete sleeper shears slot 27, middle plate shear connector 28, coupling nut 29, horizontal connection reinforcing bar
30, horizontal reinforcement connects box 31, horizontal connection bolt penetration hole 32；
The plate body 1 includes 5 layers, from inside to outside respectively indoor concrete surface layer 2, internal layer insulating layer, thick middle coagulation
Soil layer 4, outer layer insulating layer and outdoor concrete topping 3, thick middle concrete layer 4 with a thickness of indoor concrete surface layer 2 and room
1.2-2 times of outer 3 thickness of concrete topping；
Internal layer insulating layer is arranged in rows by several pieces of insulation boards, and both ends is are respectively seam insulation board 10, if centre is
Dry internal layer insulation board 9, seam insulation board 10 and the distribution of 9 uniform rows of internal layer insulation board, keep the temperature in seam insulation board 10 and internal layer
Concrete rib, thick middle concrete layer 4 and the common shape of indoor concrete surface layer 2 between plate 9 and between internal layer insulation board 9
At interior layer concrete sleeper, wallboard top surface is stretched out on top and forms interior layer concrete sleeper shear connector 5；
Outer layer insulating layer is distributed by several 8 uniform rows of outer layer insulation board, concrete rib between outer layer insulation board 8, in
Between thick concrete layer 4 and outdoor concrete topping 3 outer concrete sleeper is collectively formed, top stretch out wallboard top surface formed it is outer
Layer concrete sleeper shear connector 6；The both ends of outer layer insulating layer, thick middle concrete layer 4 and outdoor concrete topping 3 are collectively formed
Concrete connects sleeper, stretches out wallboard top surface on top and forms concrete connection sleeper shear connector 7；Outer concrete sleeper shearing
The vertically floor connecting screw hole 24 with wallboard direction is opened up respectively on key 6 and concrete connection sleeper shear connector 7；
Outdoor concrete topping 3 and outer layer insulation board 8 stretch out wallboard top surface, and top surface and interior layer concrete sleeper shear
Key 5, outer concrete sleeper shear connector 6, the apical side height of concrete connection sleeper shear connector 7 are identical, form interlayer heat preservation, prevent
Water, the protective layer gone along with sb. to guard him；
It is from outside to inside respectively the recessed fourth of the twelve Earthly Branches 14 of waterproof outer, intermediate waterproof tenon 16, moderate soak in wherein one end of plate body 1
The recessed fourth of the twelve Earthly Branches 18, interior table keep the temperature tenon 20, level cross-sectionn is concordant, and between have slope connection；The recessed fourth of the twelve Earthly Branches 14 of waterproof outer
For right-angled trapezium notch, intermediate waterproof tenon 16 is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches 18 of moderate soak is isosceles trapezoid notch, interior table
Keeping the temperature tenon 20 is right-angled trapezium protrusion；The recessed fourth of the twelve Earthly Branches 14 of waterproof outer, intermediate waterproof tenon 16 are located at concrete connection sleeper shearing
The outer end of key 7, the recessed fourth of the twelve Earthly Branches 18 of moderate soak are located at the outer end of concrete connection sleeper shear connector 7 and seam insulation board 10；In plate body 1
The other end be from outside to inside respectively that waterproof outer tenon 15, the recessed fourth of the twelve Earthly Branches 17 of intermediate waterproof, moderate soak tenon 19, the heat preservation of interior table are recessed
The fourth of the twelve Earthly Branches 21 keeps the temperature tenon with the recessed fourth of the twelve Earthly Branches 14 of the waterproof outer of the other end, intermediate waterproof tenon 16, the recessed fourth of the twelve Earthly Branches 18 of moderate soak, interior table respectively
20 agree with respectively；
It is respectively set in interior layer concrete sleeper in one and arranges vertical connection reinforcing bar 13, it is mixed that internal layer is stretched out on top
The top surface of solidifying soil sleeper shear connector 5, it is in a row that all interior rows vertically connect reinforcing bar 13, and top is equal with thread, and can pacify
Coupling nut 29 is filled, is separately connected interior placing of reinforcement connection box 25 in bottom, interior placing of reinforcement connection box 25 is uncovered can, nothing
For lid side dew to indoor side, the screw hole for being opened to bottom is arranged in the bottom end of interior placing of reinforcement connection box 25；Outer concrete sleeper and mixed
An outlet is respectively set in solidifying soil connection sleeper and vertically connects reinforcing bar 12, outer concrete sleeper is stretched out on top respectively
The top surface of shear connector 6, concrete connection sleeper shear connector 7, it is in a row that all outlets vertically connect reinforcing bar 12, and top is with spiral shell
Screw thread, and coupling nut 29 can be installed, it is separately connected outer placing of reinforcement connection box 26 in bottom, outer placing of reinforcement connection box 26 is
The bottom end setting of uncovered can, uncovered side dew to outdoor side, outer placing of reinforcement connection box 26 is opened to the screw hole of bottom；
Interior layer concrete sleeper shearing slot 22, interior layer concrete sleeper is respectively set in the bottom of interior layer concrete sleeper
Shearing slot 22 be rectangular notch, interior layer concrete sleeper shearing slot 22 between and both ends outside indoor concrete surface layer 2,
Internal layer insulation board 9 or seam insulation board 10 form inner plating shear connector 23；Sleeper is connected in outer concrete sleeper, concrete
Outer concrete sleeper shearing slot 27 is respectively set in bottom, and it is rectangular notch that outer concrete sleeper, which shears slot 27, in outer layer
Concrete sleeper shears thick middle concrete layer 4 between slot 27 and forms middle plate shear connector 28；
Interior layer concrete sleeper shear connector 5, outer concrete sleeper shear connector 6 connect sleeper shear connector 7 with concrete
The height of the respectively interior layer concrete sleeper shearing slot 22 of height or outer concrete sleeper shearing slot 27 adds the thickness of floor；
The horizontal connection reinforcing bar 30 of several horizontal homogeneous distributions is set in thick middle concrete layer 4, is connected at its both ends
Horizontal reinforcement connection box 31 is connect, it is uncovered can, uncovered side dew to outdoor side, horizontal reinforcement company that horizontal reinforcement, which connects box 31,
The end for connecing box 31 is respectively provided with the horizontal connection bolt penetration hole 32 for being opened to both ends.
The dry construction bilayer core plate sleeper shear connector assembly concrete gusset includes plate body 1, indoor concrete face
Layer 2, outdoor concrete topping 3, thick middle concrete layer 4, concrete connection sleeper shear connector 7, outer layer insulation board 8, internal layer are protected
Warm plate 9, intermediate steel mesh 11, outlet vertically connect the recessed fourth of the twelve Earthly Branches 14 of reinforcing bar 12, waterproof outer, waterproof outer tenon 15, intermediate waterproof
Tenon 16, the recessed fourth of the twelve Earthly Branches 17 of intermediate waterproof, the recessed fourth of the twelve Earthly Branches 18 of moderate soak, moderate soak tenon 19, interior table heat preservation tenon 20, the heat preservation of interior table are recessed
The fourth of the twelve Earthly Branches 21, coupling nut 29, horizontal reinforcement connection box 31, horizontal connection bolt penetration hole 32, is mixed outer concrete sleeper shearing slot 27
Solidifying soil corner sleeper shear connector 33, corner vertically connect reinforcing bar 34, stirrup 35, bottom comers concrete sleeper shearing slot 36, bottom
Portion L shape shear connector 37, L shape horizontal connection reinforcing bar 38；
The plate body 1 is L shape, including 5 layers, respectively indoor concrete surface layer 2, internal layer insulating layer, centre from inside to outside
Thick concrete layer 4, outer layer insulating layer and outdoor concrete topping 3, thick middle concrete layer 4 with a thickness of indoor concrete surface layer
2 and 1.2-2 times of outdoor 3 thickness of concrete topping；
Outer layer insulating layer is mutually perpendicular to constitute by two pieces of outer layer insulation boards 8,8 both ends concrete rib of outer layer insulation board, centre
Outer concrete sleeper is collectively formed in thick concrete layer 4 and outdoor concrete topping 3, stretches out wallboard top surface on top and forms coagulation
Soil connection sleeper shear connector 7；Corner on the inside of 1 corner of plate body, outer layer insulating layer is concrete corner sleeper, concrete
Corner sleeper top extension plate body 1 forms concrete corner sleeper shear connector 33；The room of outer layer insulating layer and its corresponding outside
The top surface of outer concrete topping 3 connect the apical side height of sleeper shear connector 7, concrete corner sleeper shear connector 33 with concrete
It is identical, form interlayer heat preservation, waterproof, the protective layer gone along with sb. to guard him；
Internal layer insulating layer uses two pieces of internal layer insulation boards 9, and the equal one end of internal layer insulation board 9 extends to concrete corner sleeper, separately
One end extends to the end of plate body 1；In two overhanging arms of plate body 1, concrete connects sleeper shear connector 7 and concrete corner sleeper
Thick middle concrete layer 4, internal layer insulating layer and the indoor concrete surface layer 2 of shear connector 33 form L-shaped shearing slot；
It is from outside to inside respectively the recessed fourth of the twelve Earthly Branches 14 of waterproof outer, intermediate waterproof tenon 16, moderate soak in wherein one end of plate body 1
The recessed fourth of the twelve Earthly Branches 18, interior table keep the temperature tenon 20, level cross-sectionn is concordant, and between have slope connection；The recessed fourth of the twelve Earthly Branches 14 of waterproof outer
For right-angled trapezium notch, intermediate waterproof tenon 16 is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches 18 of moderate soak is isosceles trapezoid notch, interior table
Keeping the temperature tenon 20 is right-angled trapezium protrusion；The recessed fourth of the twelve Earthly Branches 14 of waterproof outer, intermediate waterproof tenon 16 are located at concrete connection sleeper shearing
The outer end of key 7, the recessed fourth of the twelve Earthly Branches 18 of moderate soak are located at the outer end of concrete connection sleeper shear connector 7 and seam insulation board 10；In plate body 1
The other end be from outside to inside respectively that waterproof outer tenon 15, the recessed fourth of the twelve Earthly Branches 17 of intermediate waterproof, moderate soak tenon 19, the heat preservation of interior table are recessed
The fourth of the twelve Earthly Branches 21 keeps the temperature tenon with the recessed fourth of the twelve Earthly Branches 14 of the waterproof outer of the other end, intermediate waterproof tenon 16, the recessed fourth of the twelve Earthly Branches 18 of moderate soak, interior table respectively
20 agree with respectively；
One group of corner is set in concrete corner sleeper and vertically connects reinforcing bar 34, it is dark that concrete corner is stretched out on top
The top surface of column shear connector 33, and top band thread, and coupling nut 29 can be installed, horizontal steel is separately connected in bottom
Muscle connects box 31, and it is uncovered can that horizontal reinforcement, which connects box 31, and interior angle is exposed in the horizontal reinforcement connection 31 uncovered side of box of interior angle,
Other horizontal reinforcements connect 31 uncovered side of box dew to outdoor side；The bottom end setting of horizontal reinforcement connection box 31 is opened to the spiral shell of bottom
Hole；An outlet is respectively set in outer concrete sleeper and vertically connects reinforcing bar 12, top is stretched out concrete respectively and connected
The top surface of sleeper shear connector 7, concrete connection sleeper shear connector 7 is connect, all outlets vertically connect the top band spiral shell of reinforcing bar 12
Screw thread, and coupling nut 29 can be installed, it is separately connected horizontal reinforcement connection box 31 in bottom, horizontal reinforcement connection box 31 is
The bottom end setting of uncovered can, uncovered side dew to outdoor side, horizontal reinforcement connection box 31 is opened to the screw hole of bottom；
In the bottom of concrete corner sleeper, setting bottom comers concrete sleeper shears slot 36, and bottom comers concrete is dark
It is rectangular notch that column, which shears slot 36,；Outer concrete sleeper shearing slot 27 is respectively set in the bottom of outer concrete sleeper,
It is rectangular notch that outer concrete sleeper, which shears slot 27, shears slot 36 and outer concrete sleeper in bottom comers concrete sleeper
It shears thick middle concrete layer 4 and indoor concrete surface layer 2 and internal layer insulation board 9 between slot 27 and forms bottom L shear connector
37；
Concrete connects sleeper shear connector 7, the height of concrete corner sleeper shear connector 33 is respectively that bottom comers are mixed
The height that solidifying soil sleeper shearing slot 36, outer concrete sleeper shear slot 27 adds the thickness of floor；
Intermediate steel mesh 11 and several equally distributed L shape horizontal connection reinforcing bars are set in thick middle concrete layer 4
38, it is all connected with horizontal reinforcement connection box 31 at 38 both ends of L shape horizontal connection reinforcing bar, it is uncovered metal that horizontal reinforcement, which connects box 31,
The end of box, uncovered side dew to outdoor side, horizontal reinforcement connection box 31 is respectively provided with the horizontal connection bolt penetration hole for being opened to both ends
32。
The seam insulation board 10 exposes plate body in the two sides of plate body 1, and 10 phase of seam insulation board at both ends is agreed with, and seam is protected
The end face of the half to one times of warm plate 10 is splay end mouth, tilt angle and the recessed fourth of the twelve Earthly Branches 18 of moderate soak or moderate soak tenon
The bevel edge angle of 19 isosceles trapezoid is consistent.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (4)
1. dry construction bilayer core plate sleeper shear connector concrete panel, which is characterized in that dry construction bilayer core plate sleeper is cut
Power key concrete panel is connected with dry construction bilayer core plate sleeper shear connector concrete panel or dry construction bilayer core plate is dark
Column shear connector concrete panel is connected with dry construction bilayer core plate sleeper shear connector assembly concrete gusset；One block of wallboard one
The recessed fourth of the twelve Earthly Branches of the waterproof outer at end (14), intermediate waterproof tenon (16), the recessed fourth of the twelve Earthly Branches of moderate soak (18), interior table heat preservation tenon (20) with
The waterproof outer tenon (15) of another block of wallboard, the intermediate recessed fourth of the twelve Earthly Branches of waterproof (17), moderate soak tenon (19), interior table keep the temperature the recessed fourth of the twelve Earthly Branches
(21) mutually agree with；Wherein concrete connection sleeper shear connector (7) connect sleeper shear connector (7) with concrete and is connected to each other, and seam is protected
Warm plate (10) and seam insulation board (10) are connected to each other；It connects bolt (39) and connects box (31) from the horizontal reinforcement of one block of wallboard respectively
Horizontal reinforcement through another block of wallboard connects box (31), and installs nut (40) respectively, and the wall piece of two sides is connected；
Layer concrete sleeper shear connector (5) and 1 exclusive layer concrete sleeper shearing in 1 row are respectively formed at the top of the wall of connection
Key (6), and mutually agree with the interior layer concrete sleeper of bottom shearing slot (22) and outer concrete sleeper shearing slot (27) respectively,
The height difference of the two is the thickness of floor；
It is flushed at the top of outdoor concrete topping (3), outer layer insulation board (8) and outer concrete sleeper shear connector (6), forming layer
The waterproof of seam, heat insulation protecting layer；
Thick middle concrete layer (4) between interior layer concrete sleeper shear connector (5), outer concrete sleeper shear connector (6) with
And groove is collectively formed in indoor concrete surface layer (2) and internal layer insulation board (9), the bottom L shear connector with corresponding position bottom
(37) mutually agree with.
2. dry construction bilayer core plate sleeper shear connector concrete panel according to claim 1, which is characterized in that described
Dry construction bilayer core plate sleeper shear connector assembly concrete wallboard includes plate body (1), indoor concrete surface layer (2), outdoor
Concrete topping (3), thick middle concrete layer (4), interior layer concrete sleeper shear connector (5), outer concrete sleeper shear connector
(6), concrete connection sleeper shear connector (7), outer layer insulation board (8), internal layer insulation board (9), seam insulation board (10), intermediate steel
Muscle net (11), outlet vertically connect reinforcing bar (12), interior row vertically connects reinforcing bar (13), the recessed fourth of the twelve Earthly Branches of waterproof outer (14), waterproof outer
Tenon (15), intermediate waterproof tenon (16), the intermediate recessed fourth of the twelve Earthly Branches of waterproof (17), the recessed fourth of the twelve Earthly Branches of moderate soak (18), moderate soak tenon (19),
Interior table heat preservation tenon (20), interior table keep the temperature the recessed fourth of the twelve Earthly Branches (21), interior layer concrete sleeper shearing slot (22), inner plating shear connector (23),
Floor connecting screw hole (24), interior placing of reinforcement connection box (25), outer placing of reinforcement connection box (26), outer concrete sleeper shear slot
(27), middle plate shear connector (28), coupling nut (29), horizontal connection reinforcing bar (30), horizontal reinforcement connection box (31), level connect
Connecting bolt perforates (32)；
Plate body (1) includes 5 layers, from inside to outside respectively indoor concrete surface layer (2), internal layer insulating layer, thick middle concrete layer
(4), outer layer insulating layer and outdoor concrete topping (3), thick middle concrete layer (4) with a thickness of indoor concrete surface layer (2)
With 1.2-2 times of outdoor concrete topping (3) thickness；
Internal layer insulating layer is arranged in rows by several pieces of insulation boards, and both ends are that respectively seam insulation board (10), centre is several
Internal layer insulation board (9), seam insulation board (10) and the distribution of internal layer insulation board (9) uniform rows, in seam insulation board (10) and interior
Between layer insulation board (9) and the concrete rib between internal layer insulation board (9), thick middle concrete layer (4) and interior coagulation
Interior layer concrete sleeper is collectively formed in native surface layer (2), stretches out wallboard top surface on top and forms interior layer concrete sleeper shear connector
(5)；
Outer layer insulating layer is distributed by several outer layer insulation board (8) uniform rows, concrete rib between outer layer insulation board (8), in
Between thick concrete layer (4) and outdoor concrete topping (3) outer concrete sleeper is collectively formed, in top stretching wallboard top surface shape
At outer concrete sleeper shear connector (6)；The two of outer layer insulating layer, thick middle concrete layer (4) and outdoor concrete topping (3)
Concrete connection sleeper is collectively formed in end, stretches out wallboard top surface on top and forms concrete connection sleeper shear connector (7)；Outer layer is mixed
It opens up on solidifying soil sleeper shear connector (6) and concrete connection sleeper shear connector (7) and is vertically connect with the floor in wallboard direction respectively
Screw hole (24)；
Outdoor concrete topping (3) and outer layer insulation board (8) stretch out wallboard top surface, and top surface and interior layer concrete sleeper shear
Key (5), outer concrete sleeper shear connector (6), the apical side height of concrete connection sleeper shear connector (7) are identical, form interlayer
Heat preservation, waterproof, the protective layer gone along with sb. to guard him；
It is from outside to inside respectively the recessed fourth of the twelve Earthly Branches of waterproof outer (14), intermediate waterproof tenon (16), intermediate guarantor in wherein one end of plate body (1)
The recessed fourth of the twelve Earthly Branches (18) of temperature, interior table heat preservation tenon (20), level cross-sectionn is concordant, and between have slope connection；Waterproof outer
The recessed fourth of the twelve Earthly Branches (14) is right-angled trapezium notch, and intermediate waterproof tenon (16) is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches of moderate soak (18) is isosceles
Trapeze cut, interior table heat preservation tenon (20) are right-angled trapezium protrusion；The recessed fourth of the twelve Earthly Branches of waterproof outer (14), intermediate waterproof tenon (16) are located at
Concrete connects the outer end of sleeper shear connector (7), and the recessed fourth of the twelve Earthly Branches of moderate soak (18) is located at concrete connection sleeper shear connector (7) and connects
Stitch the outer end of insulation board (10)；It is from outside to inside respectively that waterproof outer tenon (15), intermediate waterproof are recessed in the other end of plate body (1)
The fourth of the twelve Earthly Branches (17), moderate soak tenon (19), interior table keep the temperature the recessed fourth of the twelve Earthly Branches (21), respectively with the recessed fourth of the twelve Earthly Branches of the waterproof outer of the other end (14), intermediate
Waterproof tenon (16), the recessed fourth of the twelve Earthly Branches of moderate soak (18), interior table heat preservation tenon (20) agree with respectively；
It is respectively set in interior layer concrete sleeper in one and arranges vertical connection reinforcing bar (13), internal layer coagulation is stretched out on top
The top surface of native sleeper shear connector (5), it is in a row that all interior rows vertically connect reinforcing bar (13), and top band thread, and equal energy
It installs coupling nut (29), is separately connected interior placing of reinforcement connection box (25) in bottom, interior placing of reinforcement connection box (25) is uncovered
Can, uncovered side dew to indoor side, the bottom end setting of interior placing of reinforcement connection box (25) are opened to the screw hole of bottom；Outer layer coagulation
Native sleeper is connected with concrete to be respectively set an outlet and vertically connects reinforcing bar (12) in sleeper, top is stretched out outer respectively
Layer concrete sleeper shear connector (6), concrete connect the top surface of sleeper shear connector (7), and all outlets vertically connect reinforcing bar (12)
It is in a row, and top band thread, and coupling nut (29) can be installed, outer placing of reinforcement connection box is separately connected in bottom
(26), outer placing of reinforcement connection box (26) is uncovered can, uncovered side dew to outdoor side, the bottom of outer placing of reinforcement connection box (26)
End setting is opened to the screw hole of bottom；
Interior layer concrete sleeper shearing slot (22) is respectively set in the bottom of interior layer concrete sleeper, interior layer concrete sleeper is cut
Power slot (22) is rectangular notch, shears the indoor concrete surface layer between slot (22) with the outside at both ends in interior layer concrete sleeper
(2), internal layer insulation board (9) or seam insulation board (10) form inner plating shear connector (23)；In outer concrete sleeper, concrete
Outer concrete sleeper shearing slot (27) is respectively set in the bottom of connection sleeper, and it is square that outer concrete sleeper, which shears slot (27),
V notch v, thick middle concrete layer (4) forms middle plate shear connector (28) between outer concrete sleeper shearing slot (27)；
Interior layer concrete sleeper shear connector (5), outer concrete sleeper shear connector (6) connect sleeper shear connector (7) with concrete
Height be respectively in layer concrete sleeper shearing slot (22) or outer concrete sleeper shearing slot (27) height add floor
Thickness；
The horizontal connection reinforcing bar (30) of several horizontal homogeneous distributions of setting, connects at its both ends in thick middle concrete layer (4)
Horizontal reinforcement connection box (31) is connect, it is uncovered can, uncovered side dew to outdoor side, horizontal steel that horizontal reinforcement, which connects box (31),
The end of muscle connection box (31) is respectively provided with the horizontal connection bolt penetration hole (32) for being opened to both ends.
3. dry construction bilayer core plate sleeper shear connector concrete panel according to claim 1, which is characterized in that described
Dry construction bilayer core plate sleeper shear connector assembly concrete gusset includes plate body (1), indoor concrete surface layer (2), outdoor
Concrete topping (3), thick middle concrete layer (4), concrete connection sleeper shear connector (7), outer layer insulation board (8), internal layer are protected
Warm plate (9), intermediate steel mesh (11), outlet vertically connect reinforcing bar (12), the recessed fourth of the twelve Earthly Branches of waterproof outer (14), waterproof outer tenon
(15), intermediate waterproof tenon (16), the intermediate recessed fourth of the twelve Earthly Branches of waterproof (17), the recessed fourth of the twelve Earthly Branches of moderate soak (18), moderate soak tenon (19), interior table
Keep the temperature tenon (20), interior table keeps the temperature the recessed fourth of the twelve Earthly Branches (21), outer concrete sleeper shears slot (27), coupling nut (29), horizontal steel
Muscle connection box (31), horizontal connection bolt penetration hole (32), concrete corner sleeper shear connector (33), corner vertically connect reinforcing bar
(34), stirrup (35), bottom comers concrete sleeper shear slot (36), bottom L shear connector (37), L shape horizontal connection reinforcing bar
(38)；
Plate body (1) is L shape, including 5 layers, respectively indoor concrete surface layer (2), internal layer insulating layer, thick middle are mixed from inside to outside
Solidifying soil layer (4), outer layer insulating layer and outdoor concrete topping (3), thick middle concrete layer (4) with a thickness of indoor concrete face
1.2-2 times of layer (2) and outdoor concrete topping (3) thickness；
Outer layer insulating layer is mutually perpendicular to constitute by two pieces of outer layer insulation boards (8), outer layer insulation board (8) both ends concrete rib, centre
Outer concrete sleeper is collectively formed in thick concrete layer (4) and outdoor concrete topping (3), stretches out wallboard top surface on top and is formed
Concrete connects sleeper shear connector (7)；Corner on the inside of plate body (1) corner, outer layer insulating layer is that concrete corner is dark
Column, concrete corner sleeper top extension plate body (1) form concrete corner sleeper shear connector (33)；Outer layer insulating layer and its right
The top surface of the outdoor concrete topping (3) for the outside answered connect sleeper shear connector (7), concrete corner sleeper shearing with concrete
The apical side height of key (33) is identical, forms interlayer heat preservation, waterproof, the protective layer gone along with sb. to guard him；
Internal layer insulating layer uses two pieces of internal layer insulation boards (9), and internal layer insulation board (9) one end extends to concrete corner sleeper, separately
One end extends to the end of plate body (1)；In two overhanging arms of plate body (1), concrete connects sleeper shear connector (7) and concrete turns
Thick middle concrete layer (4), internal layer insulating layer and the indoor concrete surface layer (2) of angle sleeper shear connector (33) form L-shaped
Shear slot；
It is from outside to inside respectively the recessed fourth of the twelve Earthly Branches of waterproof outer (14), intermediate waterproof tenon (16), intermediate guarantor in wherein one end of plate body (1)
The recessed fourth of the twelve Earthly Branches (18) of temperature, interior table heat preservation tenon (20), level cross-sectionn is concordant, and between have slope connection；Waterproof outer
The recessed fourth of the twelve Earthly Branches (14) is right-angled trapezium notch, and intermediate waterproof tenon (16) is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches of moderate soak (18) is isosceles
Trapeze cut, interior table heat preservation tenon (20) are right-angled trapezium protrusion；The recessed fourth of the twelve Earthly Branches of waterproof outer (14), intermediate waterproof tenon (16) are located at
Concrete connects the outer end of sleeper shear connector (7), and the recessed fourth of the twelve Earthly Branches of moderate soak (18) is located at concrete connection sleeper shear connector (7) and connects
Stitch the outer end of insulation board (10)；It is from outside to inside respectively that waterproof outer tenon (15), intermediate waterproof are recessed in the other end of plate body (1)
The fourth of the twelve Earthly Branches (17), moderate soak tenon (19), interior table keep the temperature the recessed fourth of the twelve Earthly Branches (21), respectively with the recessed fourth of the twelve Earthly Branches of the waterproof outer of the other end (14), intermediate
Waterproof tenon (16), the recessed fourth of the twelve Earthly Branches of moderate soak (18), interior table heat preservation tenon (20) agree with respectively；
One group of corner is arranged in concrete corner sleeper vertically to connect reinforcing bar (34), concrete corner sleeper is stretched out on top
The top surface of shear connector (33), and top band thread, and coupling nut (29) can be installed, level is separately connected in bottom
Reinforcing bar connects box (31), and it is uncovered can that horizontal reinforcement, which connects box (31), and the horizontal reinforcement of interior angle connects box (31) uncovered side
Expose interior angle, other horizontal reinforcements connect box (31) uncovered side dew to outdoor side；The bottom end of horizontal reinforcement connection box (31) is set
Set the screw hole for being opened to bottom；An outlet is respectively set in outer concrete sleeper and vertically connects reinforcing bar (12), top is equal
The top surface of concrete connection sleeper shear connector (7), concrete connection sleeper shear connector (7) is stretched out respectively, and all outlets vertically connect
The top band thread of reinforcing bar (12) is connect, and coupling nut (29) can be installed, horizontal reinforcement is separately connected in bottom and connects
It connects box (31), it is uncovered can, uncovered side dew to outdoor side, horizontal reinforcement connection box (31) that horizontal reinforcement, which connects box (31),
Bottom end setting be opened to the screw hole of bottom；
In the bottom of concrete corner sleeper, setting bottom comers concrete sleeper shears slot (36), bottom comers concrete sleeper
Shearing slot (36) is rectangular notch；Outer concrete sleeper shearing slot is respectively set in the bottom of outer concrete sleeper
(27), outer concrete sleeper shearing slot (27) is rectangular notch, in bottom comers concrete sleeper shearing slot (36) and outer layer
Concrete sleeper shears thick middle concrete layer (4) and indoor concrete surface layer (2) and internal layer insulation board between slot (27)
(9) bottom L shear connector (37) are formed；
Concrete connects sleeper shear connector (7), the height of concrete corner sleeper shear connector (33) is respectively that bottom comers are mixed
The height that solidifying soil sleeper shearing slot (36), outer concrete sleeper shear slot (27) adds the thickness of floor；
Intermediate steel mesh (11) and several equally distributed L shape horizontal connection reinforcing bars are set in thick middle concrete layer (4)
(38), it is all connected with horizontal reinforcement connection box (31) at L shape horizontal connection reinforcing bar (38) both ends, it is nothing that horizontal reinforcement, which connects box (31),
Lid can, uncovered side dew to outdoor side, the end of horizontal reinforcement connection box (31) is respectively provided with the horizontal connection for being opened to both ends
Bolt penetration hole (32).
4. dry construction bilayer core plate sleeper shear connector concrete panel according to claim 2, which is characterized in that described
Seam insulation board (10) exposes plate body in the two sides of plate body (1), and the seam insulation board (10) at both ends mutually agrees with, seam insulation board
(10) end face of half to one times is splay end mouth, tilt angle and the recessed fourth of the twelve Earthly Branches of moderate soak (18) or moderate soak tenon
(19) the bevel edge angle of isosceles trapezoid is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821031427.8U CN208777440U (en) | 2018-07-02 | 2018-07-02 | Dry construction bilayer core plate sleeper shear connector concrete panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821031427.8U CN208777440U (en) | 2018-07-02 | 2018-07-02 | Dry construction bilayer core plate sleeper shear connector concrete panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208777440U true CN208777440U (en) | 2019-04-23 |
Family
ID=66153104
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821031427.8U Expired - Fee Related CN208777440U (en) | 2018-07-02 | 2018-07-02 | Dry construction bilayer core plate sleeper shear connector concrete panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208777440U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117761290A (en) * | 2024-02-22 | 2024-03-26 | 中国地质调查局成都地质调查中心（西南地质科技创新中心） | Rainfall-induced lower rock slope collapse influence simulation test device |
-
2018
- 2018-07-02 CN CN201821031427.8U patent/CN208777440U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117761290A (en) * | 2024-02-22 | 2024-03-26 | 中国地质调查局成都地质调查中心（西南地质科技创新中心） | Rainfall-induced lower rock slope collapse influence simulation test device |
| CN117761290B (en) * | 2024-02-22 | 2024-06-07 | 中国地质调查局成都地质调查中心（西南地质科技创新中心） | Rainfall-induced lower rock slope collapse influence simulation test device |
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