CN209369022U - The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard - Google Patents
The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard Download PDFInfo
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- CN209369022U CN209369022U CN201821032116.3U CN201821032116U CN209369022U CN 209369022 U CN209369022 U CN 209369022U CN 201821032116 U CN201821032116 U CN 201821032116U CN 209369022 U CN209369022 U CN 209369022U
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Abstract
The utility model provides the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, belongs to building structure technology field.The flute profile lapping plate end of irregular tooth socket concrete precast floor is placed on dry construction bilayer core plate sleeper shear connector assembly concrete wallboard and mutually agrees with flute profile overlap joint mouth；Several connection bolts pass through floor connecting screw hole by wall-plate installing port of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard respectively and enter the connection box of irregular tooth socket concrete precast floor, are connected using coupling nut.The utility model uses dry construction, simplifies construction；Connection is reliable, good integrity, has superior anti-seismic performance, and rigidity is obviously improved, and it is integrated with going along with sb. to guard him etc. to realize load-bearing.It solves the problems, such as the shearing strength at intersection ability wretched insufficiency for assembling concrete structure entirely, and has both effectively cut off heat bridge, in turn ensure the globality of wallboard, 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 wallboard wall connecting node of the dry construction bilayer core plate thermal insulation concrete wallboard 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.
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.
Utility model content
The content of the utility model is to provide the wallboard wall connection section of dry construction bilayer core plate thermal insulation concrete wallboard
Point mainly solves the overall coordination performance of assembly concrete sandwich wall, energy-efficient performance is improved, using entirety without heat bridge skill
Art and enhancing sleeper system, significantly improve anti-seismic performance, and connector quantity is greatly reduced, simplify construction, be obviously improved its work
Industry efficiency pushes China's assembly concrete high residential building industrialized development process, reduces resource and energy consumption.Full assembly
Concrete wall connects at floor, and floor shear resistance wretched insufficiency will cause shock resistance wretched insufficiency.
Technical solution:
The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, irregular tooth socket concrete precast floor
It is overlapped respectively with upper and lower two pieces of dry constructions bilayer core plate sleeper shear connector assembly concrete wallboard；
The flute profile lapping plate end of irregular tooth socket concrete precast floor rides over dry construction bilayer core plate sleeper shear connector dress
On flute profile shearing overlap joint mouth with formula concrete panel, and flute profile lapping plate end shears overlap joint mouth with flute profile and mutually agrees with；Irregular tooth
The L shape lapping plate end of slot concrete precast floor rides over dry construction bilayer core plate sleeper shear connector assembly concrete wallboard
On L shape shearing overlap joint mouth, and the shape lapping plate end L shears overlap joint mouth with L shape and mutually agrees with；
The interior row's sleeper deep trouth and dry construction bilayer core plate sleeper shear connector of irregular tooth socket concrete precast floor assemble
Interior row's sleeper top shear connector of formula concrete panel mutually agrees with；The outlet sleeper shallow slot of irregular tooth socket concrete precast floor and dry
The outlet sleeper top shear connector of the double-deck core plate sleeper shear connector assembly concrete wallboard of formula construction mutually agrees with；
Interior row's sleeper top shear connector, the outlet sleeper of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard
The top surface that top shear connector, connection sleeper top shear connector, the high shutter of outdoor concrete, outer layer keep the temperature high shutter flushes, and
It is 200-300mm higher than the plate top plane of irregular tooth socket concrete precast floor；
Several connection bolts are pacified by the wallboard of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard respectively
It fills mouth to pass through floor connecting screw hole and enter the connection box of irregular tooth socket concrete precast floor, using coupling nut A by dry type
The double-deck core plate sleeper shear connector assembly concrete wallboard of constructing is connect with irregular tooth socket concrete precast floor；
Interior row's sleeper bottom shearing slot point of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top
Interior row's sleeper top shear connector not with the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part mutually agrees with；
The outlet sleeper bottom shearing slot point of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top
Not with the outlet sleeper top shear connector of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part, connect it is dark
Capital shear connector mutually agrees with；
The interior row bottom shear connector of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top is distinguished
Mutually agree with the low overlap joint mouth of indoor concrete of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part；
The middle row bottom shear connector of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top is distinguished
With the thick middle concrete interface card slot phase contract of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part
It closes；
The outlet of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part vertically connects reinforcing bar, interior
The vertical connection reinforcing bar of row respectively penetrates the outlet of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top
Reinforcing bar connection box connects box with interior placing of reinforcement, and uses coupling nut B by wall connecting.
Further, the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard include heat preservation plate body,
Indoor concrete surface layer, outdoor concrete topping, thick middle concrete layer, interior row's sleeper, outlet sleeper, connection sleeper, outer layer
Insulation board, seam insulation board, intermediate steel mesh, interior row's sleeper top shear connector, outlet sleeper top shear connector, connects internal layer insulation board
Connect the low overlap joint mouth of sleeper top shear connector, indoor concrete, the high shutter of outdoor concrete, thick middle concrete interface card slot, outer
Layer keeps the temperature high shutter, internal layer keeps the temperature low overlap joint mouth, seam keeps the temperature low overlap joint mouth, interior row's sleeper bottom shears slot, interior row bottom is cut
Power key, outlet sleeper bottom shearing slot, middle row bottom shear connector, flute profile shearing overlap joint mouth, L shape shearing overlap joint mouth, waterproof outer are recessed
The fourth of the twelve Earthly Branches, waterproof outer tenon, intermediate waterproof tenon, the recessed fourth of the twelve Earthly Branches of intermediate waterproof, the recessed fourth of the twelve Earthly Branches of moderate soak, moderate soak tenon, the heat preservation of interior table
Tenon, interior table keep the temperature that the recessed fourth of the twelve Earthly Branches, outlet vertically connects reinforcing bar, interior row vertically connects reinforcing bar, horizontal connection reinforcing bar, coupling nut B, interior
Placing of reinforcement connects box, outer placing of reinforcement connection box, horizontal reinforcement and connects box, floor connecting screw hole, horizontal connection bolt penetration hole, wall
The orthogonal attaching nut's installing port of orthogonal connecting screw hole, wall, wallboard installing port；
Keeping the temperature plate body includes layer, 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 coagulation
Times of native surface 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 row's sleeper is collectively formed in concrete rib, thick middle concrete layer and the indoor concrete surface layer between internal layer insulation board,
Wallboard top surface, which is stretched out, on top forms interior row's sleeper top shear connector；
Outer layer insulating layer is distributed by several outer layer insulation board uniform rows, concrete rib, centre between outer layer insulation board
Outlet sleeper is collectively formed in thick concrete layer and outdoor concrete topping, stretches out wallboard top surface formation outlet sleeper top on top and cuts
Power key；Connection sleeper is collectively formed in the both ends of outer layer insulating layer, thick middle concrete layer and outdoor concrete topping, stretches on top
Wallboard top surface forms connection sleeper top shear connector out；It is opened up respectively on outlet sleeper top shear connector and connection sleeper top shear connector vertical
Directly with the floor connecting screw hole in wallboard direction；
Outdoor concrete topping, outer layer insulation board stretch out wallboard top surface, top surface and interior row's sleeper top shear connector, outlet
Sleeper top shear connector, the apical side height for connecting sleeper top shear connector are identical, are respectively formed interlayer heat preservation, waterproof, the outdoor gone along with sb. to guard him
The high shutter of concrete, outer layer keep the temperature high shutter；
Indoor concrete surface layer, thick middle concrete layer, internal layer insulation board, seam insulation board top surface be lower than interior row's sleeper
Shear connector, outlet sleeper top shear connector, the top surface 300-500mm for connecting sleeper top shear connector are pushed up, indoor concrete is respectively formed
Low overlap joint mouth, thick middle concrete interface card slot, internal layer keep the temperature low overlap joint mouth, seam keeps the temperature low overlap joint mouth；Indoor concrete is low
Overlap joint mouth, thick middle concrete interface card slot and internal layer keep the temperature low overlap joint mouth and form the flute profile shearing overlap joint that a top surface flushes
Mouthful；The low overlap joint mouth of indoor concrete, thick middle concrete interface card slot and seam keep the temperature one top surface of low overlap joint mouth formation and flush
L shape shearing overlap joint mouth；
It is from outside to inside respectively the recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon, moderate soak in wherein one end of heat preservation plate body
The recessed fourth of the twelve Earthly Branches, interior table keep the temperature tenon, level cross-sectionn is concordant, and between have slope connection；The recessed fourth of the twelve Earthly Branches of waterproof outer is right angle
Trapeze cut, intermediate waterproof tenon are 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-angled trapezium protrusion；The recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon are located at the outer end of connection sleeper top shear connector, the recessed fourth of the twelve Earthly Branches of moderate soak
Positioned at the outer end of connection sleeper top shear connector and seam insulation board；It is from outside to inside respectively that outer layer is anti-in the other end of heat preservation plate body
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, respectively with the recessed fourth of the twelve Earthly Branches of the waterproof outer of the other end, centre
The recessed fourth of the twelve Earthly Branches of waterproof tenon, moderate soak, interior table heat preservation tenon agree with respectively；
It arranges to be respectively set in sleeper in one inside and arranges vertical connection reinforcing bar, interior row sleeper top shearing is stretched out on top
The top surface of key, it is in a row that all interior rows vertically connect reinforcing bar, and top is equal with thread, and can install coupling nut B, the bottom of at
Portion is separately connected interior placing of reinforcement connection box, and interior placing of reinforcement connection box is uncovered can, uncovered side dew to indoor side, interior row
The bottom end setting of reinforcing bar connection box is opened to the screw hole of bottom；It is vertical that an outlet is respectively set in outlet sleeper and connection sleeper
Reinforcing bar is connected, the top surface of outlet sleeper top shear connector, connection sleeper top shear connector is stretched out on top respectively, and all outlets are vertical
It is in a row to connect reinforcing bar, and top band thread, and coupling nut B can be installed, is separately connected outer placing of reinforcement in bottom
Box is connected, outer placing of reinforcement connection box is uncovered can, uncovered side dew to outdoor side, the bottom end setting of outer placing of reinforcement connection box
It is opened to the screw hole of bottom；
Interior row's sleeper bottom shearing slot is respectively set in the bottom for arranging sleeper inside, and interior row's sleeper bottom shears slot and lacks for rectangle
Mouthful, indoor concrete surface layer, internal layer insulation board or the seam insulation board between the shearing slot of sleeper bottom with the outside at both ends are arranged inside
Bottom shear connector is arranged in being formed；Outlet sleeper bottom shearing slot is respectively set in the bottom of outlet sleeper, connection sleeper, outlet is dark
It is rectangular notch that column bottom, which shears slot, and thick middle concrete layer arranges bottom in the part of outlet sleeper bottom shearing slot between any two is formed
Portion's shear connector；
Interior row's sleeper top shear connector, outlet sleeper top shear connector and the respectively interior row of height for connecting sleeper top shear connector
The height of sleeper bottom shearing slot or outlet sleeper bottom shearing slot adds the thickness of floor；
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；
On the interior row's sleeper being connect with dry construction bilayer core plate sleeper shear connector assembly concrete wallboard from up to
Under open up the orthogonal connecting screw hole of row's wall, the position that side corresponds to the orthogonal connecting screw hole of wall outdoors opens up the positive commissure of wall
Connected nut installing port, the depth of the orthogonal attaching nut's installing port of wall to interior row's sleeper.
Further, the irregular tooth socket concrete precast floor includes floor plate body, interior row's sleeper deep trouth, outlet sleeper
Shallow slot, interface sleeper shallow slot, flute profile lapping plate end, L shape lapping plate end, connection box, connection reinforcing bar；
Irregular tooth socket concrete precast floor generally rectangle, two of them opposite side are concordant port, other two is right
Alternate irregular tooth socket is arranged in side, wherein being interface sleeper shallow slot at both ends, several are arranged between interface sleeper shallow slot uniformly
The outlet sleeper shallow slot of distribution, interface sleeper shallow slot and the depth of outlet sleeper shallow slot are all the same, in interface sleeper shallow slot and outside
Interior row's sleeper deep trouth is respectively provided between row's sleeper shallow slot and between outlet sleeper shallow slot, the depth of interior row's sleeper deep trouth is outlet
Times of sleeper shallow slot depth；
Interior row's sleeper deep trouth, outlet sleeper shallow slot, interface sleeper shallow slot on two sides of alternate irregular tooth socket are set
Correspond respectively；Outlet sleeper shallow slot, interface sleeper shallow slot it is corresponding inside floor plate body open up connection box respectively,
It connects reinforcing bar respectively to connect corresponding two connection boxes, connection box is uncovered can, uncovered side dew to top side, connection
The bottom end setting of box is opened to the screw hole at both ends.
Further, the seam insulation board exposes plate body, the seam insulation board phase contract at both ends in the two sides of heat preservation plate body
It closes, the end face of the half to one times of seam insulation board is splay end mouth, tilt angle and the recessed fourth of the twelve Earthly Branches of moderate soak or intermediate guarantor
The bevel edge angle of the isosceles trapezoid of warm tenon is consistent.
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 the wallboard wall connecting node elevational schematic view of dry construction bilayer core plate thermal insulation concrete wallboard.
Fig. 2 is the wallboard wall connecting node floor map of dry construction bilayer core plate thermal insulation concrete wallboard.
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 the A-A diagrammatic cross-section of Fig. 3.
Fig. 8 is irregular tooth socket concrete precast floor floor map.
In figure, 1 is dry construction bilayer core plate sleeper shear connector assembly concrete wallboard；2 be connection bolt；3 be ginseng
Poor tooth socket concrete precast floor floor map；4 be coupling nut A.
1-1 is plate body；1-2 is indoor concrete surface layer；1-3 is outdoor concrete topping；1-4 is thick middle concrete
Layer；1-5 is interior row's sleeper；1-6 is outlet sleeper；1-7 is connection sleeper；1-8 is outer layer insulation board；1-9 is internal layer insulation board；
1-10 is seam insulation board；1-11 is intermediate steel mesh；1-12 is interior row's sleeper top shear connector；1-13 is outlet sleeper top shearing
Key；1-14 is connection sleeper top shear connector；1-15 is the low overlap joint mouth of indoor concrete；1-16 is the high shutter of outdoor concrete；
1-17 is thick middle concrete interface card slot；1-18 is that outer layer keeps the temperature high shutter；1-19 is that internal layer keeps the temperature low overlap joint mouth；1-20
Low overlap joint mouth is kept the temperature for seam；1-21 is that interior row's sleeper bottom shears slot；1-22 is interior row bottom shear connector；1-23 is outlet sleeper
Bottom shears slot；1-24 is middle row bottom shear connector；1-25 is flute profile shearing overlap joint mouth；1-26 is L shape shearing overlap joint mouth；1-27 is
The recessed fourth of the twelve Earthly Branches of waterproof outer；1-28 is waterproof outer tenon；1-29 is intermediate waterproof tenon；1-30 is the recessed fourth of the twelve Earthly Branches of intermediate waterproof；1-31 is
The recessed fourth of the twelve Earthly Branches of moderate soak；1-32 is moderate soak tenon；1-33 is that interior table keeps the temperature tenon；1-34 is that interior table keeps the temperature the recessed fourth of the twelve Earthly Branches；1-35 is
Outlet vertically connects reinforcing bar；1-36 is that interior row vertically connects reinforcing bar；1-37 is horizontal connection reinforcing bar；1-38 is coupling nut B；1-
39 connect box for interior placing of reinforcement；1-40 is that outer placing of reinforcement connects box；1-41 is that horizontal reinforcement connects box；1-42 is that floor connects spiral shell
Hole；1-43 is horizontal connection bolt penetration hole；1-44 is the orthogonal connecting screw hole of wall；1-45 is the orthogonal attaching nut's installation of wall
Mouthful；1-46 is wall-plate installing port.
3-1 is floor plate body；3-2 is interior row's sleeper deep trouth；3-3 is outlet sleeper shallow slot；3-4 is interface sleeper shallow slot；
3-5 is flute profile lapping plate end；3-6 is L shape lapping plate end；3-7 is connection box；3-8 is connection reinforcing bar.
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 assembly concrete wallboard such as Fig. 1 ~ Fig. 8 institute
Show.
The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, irregular tooth socket concrete precast floor
3 overlap with upper and lower two pieces of dry constructions bilayer core plate sleeper shear connector assembly concrete wallboard 1 respectively；
The flute profile lapping plate end 3-5 of irregular tooth socket concrete precast floor 3 rides over dry construction bilayer core plate sleeper shearing
On the flute profile shearing overlap joint mouth 1-25 of key assembly concrete wallboard 1, and flute profile lapping plate end 3-5 and flute profile shearing overlap joint mouth 1-
25 phases are agreed with；The L shape lapping plate end 3-6 of irregular tooth socket concrete precast floor 3 rides over dry construction bilayer core plate sleeper shearing
On the L shape shearing overlap joint mouth 1-26 of key assembly concrete wallboard 1, and L shape lapping plate end 3-6 and L shape shearing overlap joint mouth 1-26
Mutually agree with；
The interior row's sleeper deep trouth 3-2 and dry construction bilayer core plate sleeper shear connector of irregular tooth socket concrete precast floor 3
Interior row's sleeper top shear connector 1-12 phase of assembly concrete wallboard 1 is agreed with；The outlet of irregular tooth socket concrete precast floor 3 is dark
The outlet sleeper top shear connector 1-13 of column shallow slot 3-3 and dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1
Mutually agree with；
It is interior row's sleeper top shear connector 1-12 of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1, outer
Row sleeper top shear connector 1-13, connection sleeper top shear connector 1-14, the high shutter 1-16 of outdoor concrete, outer layer heat preservation height block
The top surface of plate 1-18 flushes, and 200-300mm higher than the plate top plane of irregular tooth socket concrete precast floor 3；
Several connection bolts 2 are respectively by wall-plate of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1
Installing port 1-46 passes through floor connecting screw hole 1-42 and enters the connection box 3-7 of irregular tooth socket concrete precast floor 3, using even
Nut A4 is met by dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 and irregular tooth socket concrete precast floor
3 connections；
Interior row's sleeper bottom of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top shears slot 1-
21 interior row's sleeper top shear connector 1- with the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part respectively
12 phases are agreed with；
The outlet sleeper bottom of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top shears slot 1-
23 outlet sleeper top shear connector 1- with the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part respectively
13, connection sleeper top shear connector 1-14 phase is agreed with；
The interior row bottom shear connector 1-22 of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top
Overlap joint mouth 1- low with the indoor concrete of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part respectively
15 phases are agreed with；
The middle row bottom shear connector 1-24 of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top
Respectively with the thick middle concrete interface card slot of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part
1-17 phase is agreed with；
The outlet of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part vertically connects reinforcing bar 1-
35, interior row vertically connects the dry construction bilayer core plate sleeper shear connector assembly concrete wall that reinforcing bar 1-36 respectively penetrates top
The outer placing of reinforcement connection box 1-40 of plate 1 connects box 1-39 with interior placing of reinforcement, and uses coupling nut B1-38 by wall connecting.
The dry construction bilayer core plate sleeper shear connector assembly concrete wallboard is mixed including heat preservation plate body 1-1, interior
Solidifying soil surface layer 1-2, outdoor concrete topping 1-3, thick middle concrete layer 1-4, interior row's sleeper 1-5, outlet sleeper 1-6, connection
Sleeper 1-7, outer layer insulation board 1-8, internal layer insulation board 1-9, seam insulation board 1-10, intermediate steel mesh 1-11, interior row's sleeper top
Shear connector 1-12, outlet sleeper top shear connector 1-13, connection sleeper top shear connector 1-14, the low overlap joint mouth 1-15 of indoor concrete,
The high shutter 1-16 of outdoor concrete, thick middle concrete interface card slot 1-17, outer layer keep the temperature high shutter 1-18, internal layer heat preservation
Low overlap joint mouth 1-19, seam keep the temperature low overlap joint mouth 1-20, interior row's sleeper bottom shearing slot 1-21, interior row bottom shear connector 1-22, outside
Arrange sleeper bottom shearing slot 1-23, middle row bottom shear connector 1-24, flute profile shearing overlap joint mouth 1-25, L shape shearing overlap joint mouth 1-26, outer
The recessed fourth of the twelve Earthly Branches 1-27 of layer waterproof, waterproof outer tenon 1-28, intermediate waterproof tenon 1-29, the recessed fourth of the twelve Earthly Branches 1-30 of intermediate waterproof, moderate soak are recessed
Fourth of the twelve Earthly Branches 1-31, moderate soak tenon 1-32, interior table heat preservation tenon 1-33, interior table keeps the temperature recessed fourth of the twelve Earthly Branches 1-34, outlet vertically connects reinforcing bar 1-
35, interior row vertically connects reinforcing bar 1-36, horizontal connection reinforcing bar 1-37, coupling nut B1-38, interior placing of reinforcement connection box 1-39, outer
Placing of reinforcement connects box 1-40, horizontal reinforcement connects box 1-41, floor connecting screw hole 1-42, horizontal connection bolt penetration hole 1-43, wall
The orthogonal connecting screw hole 1-44 of body, the orthogonal attaching nut's installing port 1-45 of wall, wall-plate installing port 1-46；
Keeping the temperature plate body 1-1 includes 5 layers, from inside to outside respectively indoor concrete surface layer 1-2, internal layer insulating layer, thick middle
Concrete layer 1-4, outer layer insulating layer and outdoor concrete topping 1-3, thick middle concrete layer 1-4 with a thickness of indoor concrete
1.2-2 times of surface layer 1-2 and outdoor concrete topping 1-3 thickness；
Internal layer insulating layer is arranged in rows by several pieces of insulation boards, and both ends are respectively seam insulation board 1-10, and centre is
Several internal layer insulation board 1-9, seam insulation board 1-10 and the distribution of internal layer insulation board 1-9 uniform rows, in seam insulation board 1-10
Concrete rib, thick middle concrete layer 1-4 and interior between internal layer insulation board 1-9 and between internal layer insulation board 1-9
Interior row's sleeper 1-5 is collectively formed in concrete topping 1-2, stretches out wallboard top surface on top and forms interior row's sleeper top shear connector 1-12；
Outer layer insulating layer is distributed by several outer layer insulation board 1-8 uniform rows, the concrete between outer layer insulation board 1-8
Outlet sleeper 1-6 is collectively formed in rib, thick middle concrete layer 1-4 and outdoor concrete topping 1-3, stretches out wallboard top surface on top
Form outlet sleeper top shear connector 1-13；The two of outer layer insulating layer, thick middle concrete layer 1-4 and outdoor concrete topping 1-3
Connection sleeper 1-7 is collectively formed in end, stretches out wallboard top surface on top and forms connection sleeper top shear connector 1-14；It cuts on outlet sleeper top
The vertically floor connecting screw hole 1-42 with wallboard direction is opened up respectively on power key 1-13 and connection sleeper top shear connector 1-14；
Outdoor concrete topping 1-3, outer layer insulation board 1-8 stretch out wallboard top surface, and top surface and interior row's sleeper top shear
Key 1-12, outlet sleeper top shear connector 1-13, the apical side height of connection sleeper top shear connector 1-14 are identical, are respectively formed interlayer guarantor
Temperature, waterproof, the high shutter 1-16 of outdoor concrete gone along with sb. to guard him, outer layer keep the temperature high shutter 1-18；
The top of indoor concrete surface layer 1-2, thick middle concrete layer 1-4, internal layer insulation board 1-9, seam insulation board 1-10
Face is lower than interior row's sleeper top shear connector 1-12, outlet sleeper top shear connector 1-13, the top surface for connecting sleeper top shear connector 1-14
300-500mm, be respectively formed the low overlap joint mouth 1-15 of indoor concrete, thick middle concrete interface card slot 1-17, internal layer heat preservation it is low
Overlap mouth 1-19, seam keeps the temperature low overlap joint mouth 1-20；The low overlap joint mouth 1-15 of indoor concrete, thick middle concrete interface card slot 1-
17 and internal layer keep the temperature it is low overlap joint mouth 1-19 formed a top surface flush flute profile shearing overlap joint mouth 1-25；The low overlap joint of indoor concrete
Mouth 1-15, thick middle concrete interface card slot 1-17 and seam keep the temperature the L shape that one top surface of low overlap joint mouth 1-20 formation flushes and cut
Power overlaps mouth 1-26；
It is from outside to inside respectively the recessed fourth of the twelve Earthly Branches 1-27 of waterproof outer, intermediate waterproof tenon 1- in wherein one end of heat preservation plate body 1-1
29, the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak, interior table keep the temperature tenon 1-33, level cross-sectionn is concordant, and between have slope connection；
The recessed fourth of the twelve Earthly Branches 1-27 of waterproof outer is right-angled trapezium notch, and intermediate waterproof tenon 1-29 is isosceles trapezoid protrusion, the recessed fourth of the twelve Earthly Branches 1- of moderate soak
31 be isosceles trapezoid notch, and interior table heat preservation tenon 1-33 is right-angled trapezium protrusion；The recessed fourth of the twelve Earthly Branches 1-27 of waterproof outer, intermediate waterproof tenon
1-29 be located at connection sleeper top shear connector 1-14 outer end, the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak be located at connection sleeper top shear connector 1-14 and
The outer end of seam insulation board 1-10；It is from outside to inside respectively waterproof outer tenon 1-28, centre in the other end of heat preservation plate body 1-1
The recessed fourth of the twelve Earthly Branches 1-30 of waterproof, moderate soak tenon 1-32, interior table keep the temperature recessed fourth of the twelve Earthly Branches 1-34, respectively with the recessed fourth of the twelve Earthly Branches 1- of the waterproof outer of the other end
27, intermediate waterproof tenon 1-29, the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak, interior table heat preservation tenon 1-33 agree with respectively；
It arranges to be respectively set in sleeper 1-5 in one inside and arranges vertical connection reinforcing bar 1-36, it is dark that interior row is stretched out on top
The top surface of capital shear connector 1-12, it is in a row that all interior rows vertically connect reinforcing bar 1-36, and top is equal with thread, and can pacify
Coupling nut B1-38 is filled, is separately connected interior placing of reinforcement connection box 1-39 in bottom, interior placing of reinforcement connection box 1-39 is uncovered gold
Belong to box, the bottom end setting of uncovered side dew to indoor side, interior placing of reinforcement connection box 1-39 is opened to the screw hole of bottom；Outlet sleeper 1-
An outlet is respectively set in 6 and connection sleeper 1-7 and vertically connects reinforcing bar 1-35, outlet sleeper top is stretched out on top respectively
Shear connector 1-13, the top surface for connecting sleeper top shear connector 1-14, it is in a row that all outlets vertically connect reinforcing bar 1-35, and top is equal
Band thread, and coupling nut B1-38 can be installed, outer placing of reinforcement connection box 1-40, outer placing of reinforcement are separately connected in bottom
Connection box 1-40 is uncovered can, and the bottom end setting of uncovered side dew to outdoor side, outer placing of reinforcement connection box 1-40 is opened to bottom
The screw hole in portion；
Interior row's sleeper bottom shearing slot 1-21 is respectively set in the bottom for arranging sleeper 1-5 inside, and interior row's sleeper bottom shears slot 1-
21 be rectangular notch, is arranged between the shearing slot 1-21 of sleeper bottom inside and indoor concrete surface layer 1-2, the internal layer in the outside at both ends are protected
Warm plate 1-9 or seam insulation board 1-10 forms interior row bottom shear connector 1-22；In the bottom of outlet sleeper 1-6, connection sleeper 1-7
Outlet sleeper bottom shearing slot 1-23 is respectively set, it is rectangular notch, thick middle concrete layer that outlet sleeper bottom, which shears slot 1-23,
1-4 arranges bottom shear connector 1-24 in the part of outlet sleeper bottom shearing slot 1-23 between any two is formed；
Interior row's sleeper top shear connector 1-12, outlet sleeper top shear connector 1-13 and the height for connecting sleeper top shear connector 1-14
The height of row sleeper bottom shearing slot 1-21 or outlet sleeper bottom shearing slot 1-23 add the thickness of floor in being respectively；
The horizontal connection reinforcing bar 1-37 of several horizontal homogeneous distributions is set in thick middle concrete layer 1-4, at its both ends
It is all connected with horizontal reinforcement connection box 1-41, it is uncovered can, uncovered side dew to outdoor side, water that horizontal reinforcement, which connects box 1-41,
The end of flat reinforcing bar connection box 1-41 is respectively provided with the horizontal connection bolt penetration hole 1-43 for being opened to both ends；
On the interior row's sleeper 1-5 being connect with dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 from
The orthogonal connecting screw hole 1-44 of row's wall is opened up under, the position that side corresponds to the orthogonal connecting screw hole 1-44 of wall outdoors is opened
If the orthogonal attaching nut's installing port 1-45 of wall, the depth of the orthogonal attaching nut's installing port 1-45 of wall to interior row's sleeper 1-5.
The irregular tooth socket concrete precast floor 3 includes floor plate body 3-1, interior row's sleeper deep trouth 3-2, outlet sleeper
Shallow slot 3-3, interface sleeper shallow slot 3-4, flute profile lapping plate end 3-5, L shape lapping plate end 3-6, connection box 3-7, connection reinforcing bar 3-8；
Irregular tooth socket concrete precast floor 3 generally rectangle, two of them opposite side are concordant port, other two is right
Alternate irregular tooth socket is arranged in side, wherein being interface sleeper shallow slot 3-4 at both ends, is arranged between interface sleeper shallow slot 3-4 several
A equally distributed outlet sleeper shallow slot 3-3, interface sleeper shallow slot 3-4 and the depth of outlet sleeper shallow slot 3-3 are all the same, are connecing
Interior row's sleeper deep trouth 3- is respectively provided between mouth sleeper shallow slot 3-4 and outlet sleeper shallow slot 3-3 and between outlet sleeper shallow slot 3-3
The depth of 2, interior row's sleeper deep trouth 3-2 are 2 times of outlet sleeper shallow slot 3-3 depth；
Interior row's sleeper deep trouth 3-2, outlet sleeper shallow slot 3-3, the interface being arranged on two sides of alternate irregular tooth socket are dark
Column shallow slot 3-4 is corresponded respectively；Outlet sleeper shallow slot 3-3, interface sleeper shallow slot 3-4 it is corresponding inside floor plate body 3-
1 opens up connection box 3-7 respectively, and for connection reinforcing bar 3-8 respectively by corresponding two connections box 3-7 connection, connection box 3-7 is uncovered
Can, uncovered side dew to top side, the bottom end setting for connecting box 3-7 are opened to the screw hole at both ends.
The seam insulation board 1-10 exposes plate body, the seam insulation board 1-10 phase at both ends in the two sides of heat preservation plate body 1-1
Agree with, the end face of the half to one times of seam insulation board 1-10 is splay end mouth, tilt angle and the recessed fourth of the twelve Earthly Branches 1- of moderate soak
The bevel edge angle of the isosceles trapezoid of 31 or moderate soak tenon 1-32 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. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, which is characterized in that irregular tooth socket coagulation
Native precast floor slab (3) is taken with upper and lower two pieces of dry constructions bilayer core plate sleeper shear connector assembly concrete wallboard (1) respectively
It connects；
The flute profile lapping plate end (3-5) of irregular tooth socket concrete precast floor (3) rides over dry construction bilayer core plate sleeper shearing
On flute profile shearing overlap joint mouth (1-25) of key assembly concrete wallboard (1), and flute profile lapping plate end (3-5) is taken with flute profile shearing
Interface (1-25) mutually agrees with；The L shape lapping plate end (3-6) of irregular tooth socket concrete precast floor (3) rides over dry construction bilayer
Core plate sleeper shear connector assembly concrete wallboard (1) L shape shearing overlap joint mouth (1-26) on, and L shape lapping plate end (3-6) with
L shape shearing overlap joint mouth (1-26) mutually agrees with；
Interior row's sleeper deep trouth (3-2) of irregular tooth socket concrete precast floor (3) and dry construction bilayer core plate sleeper shear connector
Interior row's sleeper top shear connector (1-12) of assembly concrete wallboard (1) mutually agrees with；Irregular tooth socket concrete precast floor (3)
The outlet sleeper top of outlet sleeper shallow slot (3-3) and dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1)
Shear connector (1-13) mutually agrees with；
It is interior row's sleeper top shear connector (1-12) of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1), outer
Arrange sleeper top shear connector (1-13), connection sleeper top shear connector (1-14), the outdoor high shutter of concrete (1-16), outer layer heat preservation
The top surface of high shutter (1-18) flushes, and the plate top plane than irregular tooth socket concrete precast floor (3) is 200- high
300mm；
Several connections bolt (2) are respectively by wall-plate of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1)
Installing port (1-46) passes through floor connecting screw hole (1-42) and enters the connection box (3- of irregular tooth socket concrete precast floor (3)
7), using coupling nut A (4) by dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) and irregular tooth socket
Concrete precast floor (3) connection；
Interior row's sleeper bottom of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top shears slot (1-
21) it is sheared respectively with interior row's sleeper top of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part
Key (1-12) mutually agrees with；
The outlet sleeper bottom of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top shears slot (1-
23) it is sheared respectively with the outlet sleeper top of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part
Key (1-13), connection sleeper top shear connector (1-14) mutually agree with；
The interior row bottom shear connector (1-22) of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top
Overlap joint mouth low with the indoor concrete of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part respectively
(1-15) mutually agrees with；
The middle row bottom shear connector (1-24) of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top
Respectively with the thick middle concrete interface card of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part
Slot (1-17) mutually agrees with；
The outlet of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part vertically connects reinforcing bar (1-
35), interior row vertically connects the dry construction bilayer core plate sleeper shear connector assembled coagulation that reinforcing bar (1-36) respectively penetrates top
Outer placing of reinforcement connection box (1-40) of cob wall plate (1) connects box (1-39) with interior placing of reinforcement, and will using coupling nut B (1-38)
Wall connecting.
2. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard according to claim 1, special
Sign is that the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard is mixed including heat preservation plate body (1-1), interior
Solidifying soil surface layer (1-2), outdoor concrete topping (1-3), thick middle concrete layer (1-4), interior row's sleeper (1-5), outlet sleeper
(1-6), connection sleeper (1-7), outer layer insulation board (1-8), internal layer insulation board (1-9), seam insulation board (1-10), intermediate reinforcing bar
Net (1-11), interior row's sleeper top shear connector (1-12), outlet sleeper top shear connector (1-13), connection sleeper top shear connector (1-
14), the low overlap joint mouth (1-15) of indoor concrete, the outdoor high shutter of concrete (1-16), thick middle concrete interface card slot (1-
17), outer layer keeps the temperature high shutter (1-18), internal layer keeps the temperature low overlap joint mouth (1-19), seam keeps the temperature low overlap joint mouth (1-20), interior row
Sleeper bottom shears slot (1-21), interior row bottom shear connector (1-22), outlet sleeper bottom shearing slot (1-23), middle row bottom shear connector
(1-24), flute profile shearing overlap joint mouth (1-25), L shape shearing overlap joint mouth (1-26), the recessed fourth of the twelve Earthly Branches of waterproof outer (1-27), waterproof outer are convex
Tenon (1-28), intermediate waterproof tenon (1-29), the intermediate recessed fourth of the twelve Earthly Branches of waterproof (1-30), the recessed fourth of the twelve Earthly Branches of moderate soak (1-31), moderate soak are convex
Tenon (1-32), interior table heat preservation tenon (1-33), interior table keeps the temperature the recessed fourth of the twelve Earthly Branches (1-34), outlet vertically connects reinforcing bar (1-35), interior row is perpendicular
Box (1-39), outlet are connected to connection reinforcing bar (1-36), horizontal connection reinforcing bar (1-37), coupling nut B (1-38), interior placing of reinforcement
Reinforcing bar connects box (1-40), horizontal reinforcement connects box (1-41), floor connecting screw hole (1-42), horizontal connection bolt penetration hole (1-
43), the orthogonal attaching nut's installing port (1-45) of the orthogonal connecting screw hole of wall (1-44), wall, wall-plate installing port (1-46)；
Keeping the temperature plate body (1-1) includes 5 layers, from inside to outside respectively indoor concrete surface layer (1-2), internal layer insulating layer, thick middle
Concrete layer (1-4), outer layer insulating layer and outdoor concrete topping (1-3), thick middle concrete layer (1-4) with a thickness of interior
1.2-2 times of concrete topping (1-2) and outdoor concrete topping (1-3) thickness；
Internal layer insulating layer is arranged in rows by several pieces of insulation boards, and both ends are respectively seam insulation board (1-10), if centre is
Dry internal layer insulation board (1-9), seam insulation board (1-10) and the distribution of internal layer insulation board (1-9) uniform rows, in seam insulation board
Concrete rib, thick middle concrete layer between (1-10) and internal layer insulation board (1-9) and between internal layer insulation board (1-9)
Interior row's sleeper (1-5) is collectively formed in (1-4) and indoor concrete surface layer (1-2), and it is dark to form interior row in top stretching wallboard top surface
Capital shear connector (1-12)；
Outer layer insulating layer is distributed by several outer layer insulation board (1-8) uniform rows, the concrete between outer layer insulation board (1-8)
Outlet sleeper (1-6) is collectively formed in rib, thick middle concrete layer (1-4) and outdoor concrete topping (1-3), stretches out wall on top
Plate top surface forms outlet sleeper top shear connector (1-13)；Outer layer insulating layer, thick middle concrete layer (1-4) and outdoor concrete surface
Connection sleeper (1-7) is collectively formed in the both ends of layer (1-3), stretches out wallboard top surface on top and forms connection sleeper top shear connector (1-
14)；Outlet sleeper top shear connector (1-13) and connection sleeper top shear connector (1-14) on open up respectively vertically with wallboard direction
Floor connecting screw hole (1-42)；
Outdoor concrete topping (1-3), outer layer insulation board (1-8) stretch out wallboard top surface, and top surface and interior row's sleeper top shear
Key (1-12), outlet sleeper top shear connector (1-13), the apical side height of connection sleeper top shear connector (1-14) are identical, are respectively formed
Interlayer heat preservation, waterproof, the high shutter of outdoor concrete (1-16) gone along with sb. to guard him, outer layer keep the temperature high shutter (1-18)；
Indoor concrete surface layer (1-2), thick middle concrete layer (1-4), internal layer insulation board (1-9), seam insulation board (1-10)
Top surface lower than interior row's sleeper top shear connector (1-12), outlet sleeper top shear connector (1-13), connection sleeper top shear connector (1-
14) top surface 300-500mm is respectively formed the low overlap joint mouth (1-15) of indoor concrete, thick middle concrete interface card slot (1-
17), internal layer keeps the temperature low overlap joint mouth (1-19), seam keeps the temperature low overlap joint mouth (1-20)；The low overlap joint mouth (1-15) of indoor concrete, in
Between thick concrete interface card slot (1-17) and low overlap joint mouth (1-19) of internal layer heat preservation form the flute profile that a top surface flushes and shear and take
Interface (1-25)；The low overlap joint mouth (1-15) of indoor concrete, thick middle concrete interface card slot (1-17) and seam keep the temperature low take
Interface (1-20) forms L shape shearing overlap joint mouth (1-26) that a top surface flushes；
It is from outside to inside respectively the recessed fourth of the twelve Earthly Branches of waterproof outer (1-27), intermediate waterproof tenon (1- in wherein one end of heat preservation plate body (1-1)
29), the recessed fourth of the twelve Earthly Branches of moderate soak (1-31), interior table heat preservation tenon (1-33), level cross-sectionn is concordant, and between have slope
Connection；The recessed fourth of the twelve Earthly Branches of waterproof outer (1-27) is right-angled trapezium notch, and intermediate waterproof tenon (1-29) is isosceles trapezoid protrusion, and centre is protected
The recessed fourth of the twelve Earthly Branches (1-31) of temperature is isosceles trapezoid notch, and interior table heat preservation tenon (1-33) is right-angled trapezium protrusion；The recessed fourth of the twelve Earthly Branches (the 1- of waterproof outer
27), intermediate waterproof tenon (1-29) is located at the outer end of connection sleeper top shear connector (1-14), and the recessed fourth of the twelve Earthly Branches of moderate soak (1-31) is located at
Connect the outer end of sleeper top shear connector (1-14) and seam insulation board (1-10)；The other end of plate body (1-1) is being kept the temperature by extroversion
In be respectively that waterproof outer tenon (1-28), the intermediate recessed fourth of the twelve Earthly Branches of waterproof (1-30), moderate soak tenon (1-32), interior table keep the temperature the recessed fourth of the twelve Earthly Branches
(1-34), respectively with the recessed fourth of the twelve Earthly Branches of the waterproof outer of the other end (1-27), intermediate waterproof tenon (1-29), the recessed fourth of the twelve Earthly Branches (1- of moderate soak
31), interior table heat preservation tenon (1-33) is agreed with respectively；
It arranges to be respectively set in sleeper (1-5) in one inside and arranges vertical connection reinforcing bar (1-36), it is dark that interior row is stretched out on top
The top surface of capital shear connector (1-12), it is in a row that all interior rows vertically connect reinforcing bar (1-36), and top is equal with thread, and
Coupling nut B (1-38) can be installed, be separately connected interior placing of reinforcement connection box (1-39) in bottom, interior placing of reinforcement connects box (1-
It 39) is uncovered can, the spiral shell for being opened to bottom is arranged in the bottom end of uncovered side dew to indoor side, interior placing of reinforcement connection box (1-39)
Hole；An outlet is respectively set in outlet sleeper (1-6) and connection sleeper (1-7) and vertically connects reinforcing bar (1-35), top
The top surface stretched out outlet sleeper top shear connector (1-13) respectively, connect sleeper top shear connector (1-14), all outlets vertically connect
It is in a row to connect reinforcing bar (1-35), and top band thread, and coupling nut B (1-38) can be installed, connects respectively in bottom
Outer placing of reinforcement connection box (1-40) is connect, outer placing of reinforcement connection box (1-40) is uncovered can, and uncovered side is revealed to outdoor side, outside
The bottom end setting of placing of reinforcement connection box (1-40) is opened to the screw hole of bottom；
Interior row's sleeper bottom shearing slot (1-21) is respectively set in the bottom for arranging sleeper (1-5) inside, and interior row's sleeper bottom shears slot (1-
21) be rectangular notch, inside arrange sleeper bottom shearing slot (1-21) between and both ends outside indoor concrete surface layer (1-2),
Internal layer insulation board (1-9) or seam insulation board (1-10) arrange bottom shear connector (1-22) in being formed；In outlet sleeper (1-6), even
Outlet sleeper bottom shearing slot (1-23) is respectively set in the bottom for connecing sleeper (1-7), and it is square that outlet sleeper bottom, which shears slot (1-23),
V notch v, thick middle concrete layer (1-4) arrange bottom in the part of outlet sleeper bottom shearing slot (1-23) between any two is formed
Shear connector (1-24)；
The height of interior row's sleeper top shear connector (1-12), outlet sleeper top shear connector (1-13) and connection sleeper top shear connector (1-14)
The height of respectively interior row's sleeper bottom shearing slot (1-21) of degree or outlet sleeper bottom shearing slot (1-23) adds the thickness of floor；
The horizontal connection reinforcing bar (1-37) of several horizontal homogeneous distributions of setting in thick middle concrete layer (1-4), at its both ends
It is all connected with horizontal reinforcement connection box (1-41), it is uncovered can, uncovered side dew to outdoor one that horizontal reinforcement, which connects box (1-41),
The end of side, horizontal reinforcement connection box (1-41) is respectively provided with the horizontal connection bolt penetration hole (1-43) for being opened to both ends；
On the interior row's sleeper (1-5) being connect with dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) from
The orthogonal connecting screw hole (1-44) of row's wall is opened up under, side corresponds to the position of the orthogonal connecting screw hole of wall (1-44) outdoors
It sets and opens up the orthogonal attaching nut's installing port (1-45) of wall, the depth of the orthogonal attaching nut's installing port (1-45) of wall is dark to interior row
Column (1-5).
3. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard according to claim 1, special
Sign is that the irregular tooth socket concrete precast floor (3) includes floor plate body (3-1), interior row's sleeper deep trouth (3-2), outlet
Sleeper shallow slot (3-3), interface sleeper shallow slot (3-4), flute profile lapping plate end (3-5), L shape lapping plate end (3-6), connection box (3-
7), reinforcing bar (3-8) is connected；
Irregular tooth socket concrete precast floor (3) generally rectangle, two of them opposite side are concordant port, other two opposite side
Alternate irregular tooth socket is set, wherein be interface sleeper shallow slot (3-4) at both ends, interface sleeper shallow slot (3-4) if between be arranged
Dry equally distributed outlet sleeper shallow slot (3-3), interface sleeper shallow slot (3-4) and the depth of outlet sleeper shallow slot (3-3) are equal
It is identical, it is all provided between interface sleeper shallow slot (3-4) and outlet sleeper shallow slot (3-3) and between outlet sleeper shallow slot (3-3)
Interior row's sleeper deep trouth (3-2) is set, the depth of interior row's sleeper deep trouth (3-2) is 2 times of outlet sleeper shallow slot (3-3) depth；
It is dark that interior row's sleeper deep trouth (3-2) on two sides of alternate irregular tooth socket, outlet sleeper shallow slot (3-3), interface are set
Column shallow slot (3-4) corresponds respectively；Outlet sleeper shallow slot (3-3), interface sleeper shallow slot (3-4) it is corresponding inside floor
Plate body (3-1) opens up connection box (3-7) respectively, and connection reinforcing bar (3-8) respectively connects corresponding two connection boxes (3-7),
Connecting box (3-7) is uncovered can, and uncovered side dew to top side, the spiral shell for being opened to both ends is arranged in the bottom end for connecting box (3-7)
Hole.
4. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard according to claim 2, special
Sign is that the seam insulation board (1-10) exposes plate body, the seam insulation board (1- at both ends in the two sides of heat preservation plate body (1-1)
10) mutually agree with, the end face of the half to one times of seam insulation board (1-10) is splay end mouth, tilt angle and moderate soak
The bevel edge angle of the isosceles trapezoid of the recessed fourth of the twelve Earthly Branches (1-31) or moderate soak tenon (1-32) is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821032116.3U CN209369022U (en) | 2018-07-02 | 2018-07-02 | The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821032116.3U CN209369022U (en) | 2018-07-02 | 2018-07-02 | The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209369022U true CN209369022U (en) | 2019-09-10 |
Family
ID=67811235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821032116.3U Expired - Fee Related CN209369022U (en) | 2018-07-02 | 2018-07-02 | The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209369022U (en) |
-
2018
- 2018-07-02 CN CN201821032116.3U patent/CN209369022U/en not_active Expired - Fee Related
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