CN108678273A - Dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system - Google Patents

Dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system Download PDF

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Publication number
CN108678273A
CN108678273A CN201810708300.3A CN201810708300A CN108678273A CN 108678273 A CN108678273 A CN 108678273A CN 201810708300 A CN201810708300 A CN 201810708300A CN 108678273 A CN108678273 A CN 108678273A
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China
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concrete
sleeper
connection
shear connector
layer
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CN201810708300.3A
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Chinese (zh)
Inventor
张延年
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Priority to CN201810708300.3A priority Critical patent/CN108678273A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous

Abstract

This invention provides dry construction bilayer core plate thermal insulation concrete wallboard and shears keyway arrangements system, belongs to building structure field.Including the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia, shear connector concrete inner wall plate, irregular tooth socket concrete floor, the double-deck core plate concrete heat-insulating roof boarding and shear connector concrete daughter's wallboard；It is connected by dry construction method at thermal insulation external wall panel connecting node, exterior wall connecting node orthogonal with interior wall, interior wall linear type connecting node, interior wall cross connecting node, interior wall and floor connecting node, exterior wall and floor connecting node and exterior wall roof boarding parapet connecting node, and then constitutes assembling system.Good integrity of the present invention has superior anti-seismic performance.It solves the problems, such as the shearing strength at intersection ability wretched insufficiency of assembly concrete structure entirely, and has both effectively cut off heat bridge, in turn ensure the globality of wallboard, while stress performance, heat-insulating property and durability are significantly increased.

Description

Dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system
Technical field
The invention belongs to building structure fields, are related to a kind of building energy conservation wall, are used more particularly to energy saving building Dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system.
Background technology
It is that main passes through site-assembled side that assembly concrete building, which refers to the concrete prefabricated element of factorial praluction, 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, bar connecting 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 Structure is replaced.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 apparent.The application weight of prefabricated concrete structure Newly the new technology of residential housing prefabricated concrete structure, new model are continued to bring out out as current research hot spot all parts of the country. 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 ensure 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, be energy saving, section material, the requirements such as water-saving and environmental protection, reduce the negative effect to environment, including reduce noise, prevent Airborne 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, to 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, provide 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 that main is studied for a long period of time due to prefabricated/prestressed concrete association (PCI) 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 includes mainly 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 are combined and can optimize structural reinforcement and connecting structure with feature.Reduce making and installation workload, contracting The short Yi works 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 is published recently《Precast concrete Aseismic Design》One book, 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 pattern.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 pushing 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, making and the standard criterion of construction are also very perfect, and prefabricated specification used at present has《It is 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..To the application of assembly concrete building the 1980s Reach the period of full bloom, many places in the whole nation all form the integrated assembly concrete industry of design, making and construction and installation Change architectural mode assembly concretes 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.
Invention content
1, goal of the invention：
The purpose of the present invention is to provide dry construction bilayer core plate thermal insulation concrete wallboards to shear keyway arrangements system, main to solve The certainly overall coordination performance of assembly concrete sandwich wall improves energy-efficient performance, using entirety without heat bridge technology and enhancing Sleeper system significantly improves anti-seismic performance, and connector quantity is greatly reduced, and simplifies construction, is obviously improved it and industrializes efficiency, China's assembly concrete high residential building industrialized development process is pushed, resource and energy consumption are reduced.Full assembly concrete walls Body connects at floor, and floor shear resistance wretched insufficiency can cause shock resistance wretched insufficiency.
2, technical solution：
Dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system, the bilayer core plate sleeper shear connector coagulation Native thermal insulation external wall panel includes that index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia, the double-deck core plate sleeper shear connector are mixed Connection between solidifying soil heat preserving exterior wall gusset, top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia；Two pieces of double-deck cores Plate sleeper shear connector concrete heat-insulating Side fascia horizontal connection constitutes thermal insulation external wall panel connecting node；
One end of shear connector concrete inner wall plate is vertical with the double-deck middle part of core plate sleeper shear connector concrete heat-insulating Side fascia to be connected It connects, forms exterior wall connecting node orthogonal with interior wall；
2 shear connector concrete inner wall plate end docking, form interior wall linear type connecting node；
2 shear connector concrete inner wall plate level connections and the respectively same position two with 1 shear connector concrete inner wall plate Side vertical connection forms interior wall cross connecting node；
Lower part is load-bearing wall panel in vertical shearing keyway room, and centre is horizontal irregular tooth socket concrete floor, and top is perpendicular Load-bearing wall panel in straight shearing keyway room, interior wall are connected as node with floor；
It is connect with irregular tooth socket concrete floor at the top of lower layer's index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia, It is connect with the bottom of upper layer index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia, forms exterior wall and connect with floor Node；
The top of top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia and the double-deck core plate concrete heat-insulating roof boarding Exterior wall interface end connects, and is connect with shear connector concrete daughter's wallboard, forms exterior wall-roof boarding-parapet connecting node；
Two pieces of double-deck core plate concrete heat-insulating roof boardings are connect with load-bearing wall panel in one piece of shearing keyway room, the double-deck core plate concrete The both sides of load-bearing wall panel overlap insulation roof slab with it in shearing keyway room respectively, form interior wall-roof boarding connecting node；
In thermal insulation external wall panel connecting node, exterior wall connecting node orthogonal with interior wall, interior wall linear type connecting node, interior wall cross The friendship of connecting node, interior wall and floor connecting node, exterior wall and floor connecting node, exterior wall-roof boarding-parapet connecting node Interface is all made of structure glue enhancing connection.
Further, the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia includes index bed bilayer core plate sleeper Shear connector concrete heat-insulating Side fascia, the double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset and top layer bilayer core plate sleeper Shear connector concrete heat-insulating Side fascia；
Index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia：
Keep the temperature plate body include 5 layers, from inside to outside respectively indoor concrete face layer, internal layer insulating layer, thick middle concrete layer, outside The thickness of layer insulating layer and outdoor concrete topping, thick middle concrete layer is indoor concrete face layer and outdoor concrete topping 1.2-2 times of thickness；
Internal layer insulating layer is arranged in rows by several pieces of thermal insulation boards, and to be respectively seam thermal insulation board, centre is several internal layers at both ends Thermal insulation board, seam thermal insulation board and internal layer thermal insulation board uniform rows distribution, between seam thermal insulation board and internal layer thermal insulation board and Interior row's sleeper is collectively formed in concrete rib, thick middle concrete layer and indoor concrete face layer between internal layer thermal insulation board, is pushing up End stretches out wallboard top surface and forms interior row's sleeper top shear connector；
Outer layer insulating layer is distributed by several outer layer thermal insulation board uniform rows, and the concrete rib, thick middle between outer layer thermal insulation board are mixed Outer row's sleeper is collectively formed in solidifying soil layer and outdoor concrete topping, and stretching out wallboard top surface on top forms outer row's sleeper top shearing Key；Connection sleeper is collectively formed in the both ends of outer layer insulating layer, thick middle concrete layer and outdoor concrete topping, is stretched out on top Wallboard top surface forms connection sleeper top shear connector；It is opened up respectively on outer row's sleeper top shear connector and connection sleeper top shear connector vertical With the floor connecting screw hole in wallboard direction；
Outdoor concrete topping, outer layer thermal insulation board stretch out wallboard top surface, top surface and interior row's sleeper top shear connector, outer row's sleeper It is identical to push up shear connector, the apical side height of connection sleeper top shear connector, is respectively formed interlayer heat preservation, waterproof, the outdoor coagulation gone along with sb. to guard him The high shutter of soil, outer layer keep the temperature high shutter；
Indoor concrete face layer, thick middle concrete layer, internal layer thermal insulation board, seam thermal insulation board top surface cut less than interior row's sleeper top The top surface 300-500mm of power key, outer row's sleeper top shear connector, connection sleeper top shear connector, is respectively formed that indoor concrete is low to take Interface, thick middle concrete interface card slot, internal layer keep the temperature low overlap joint mouth, seam keeps the temperature low overlap joint mouth；The low overlap joint of indoor concrete 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 mouth that a top surface flushes；Room The low overlap joint mouth of inner concrete, thick middle concrete interface card slot and seam keep the temperature low overlap joint mouth and form the L-shaped that a top surface flushes Shearing overlap joint mouth；
Wherein one end of heat preservation 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 connection sleeper top shear connector, and the recessed fourth of the twelve Earthly Branches of moderate soak, which is located at, to be connected Connect the outer end of sleeper top shear connector and seam thermal insulation board；It is respectively that waterproof outer is convex from outside to inside in the other end of heat preservation 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, respectively with the recessed fourth of the twelve Earthly Branches of the waterproof outer of the other end, intermediate waterproof The recessed fourth of the twelve Earthly Branches of tenon, moderate soak, interior table heat preservation tenon agree with respectively；
It arranges in sleeper to be respectively arranged in one inside and arranges vertical connection reinforcing bar, interior row's sleeper top shear connector is stretched out on top Top surface, it is in a row that all interior rows vertically connect reinforcing bar, and top band thread, and can install attaching nut, equal in bottom It is separately connected interior placing of reinforcement connection box, interior placing of reinforcement connection box is uncovered metal box, uncovered side dew to indoor side, interior placing of reinforcement The bottom end setting of connection box is opened to the screw hole of bottom；Respectively it is arranged outside one in outer row's sleeper and connection sleeper and arranges vertical connection The top surface of outer row's sleeper top shear connector, connection sleeper top shear connector is respectively stretched out on reinforcing bar, top, and all outer rows vertically connect Reinforcing bar is in a row, and top band thread, and can install attaching nut, and outer placing of reinforcement connection is respectively connected in bottom Box, outer placing of reinforcement connection box are uncovered metal box, and the bottom end setting of uncovered side dew to outdoor side, outer placing of reinforcement connection box is opened to The screw hole of bottom；
Interior row's sleeper bottom shearing slot is respectively arranged in the bottom of row's sleeper inside, and it is rectangular notch that interior row's sleeper bottom, which shears slot, Between the shearing slot of interior row's sleeper bottom and in indoor concrete face layer, internal layer thermal insulation board or the seam thermal insulation board in the outside at both ends formed Arrange bottom shear connector；Arrange sleeper outside, the bottom that connects sleeper respectively be arranged outer row's sleeper bottom and shears slot, outer row's sleeper bottom is cut Power slot is rectangular notch, and the thick middle concrete layer arranged outside between the shearing slot of sleeper bottom forms middle row bottom shear connector；
The horizontal connection reinforcing bar of several horizontal homogeneous distributions is set in thick middle concrete layer, horizontal steel is all connected at its both ends Muscle connects box, and it is uncovered metal box that horizontal reinforcement, which connects box, and the end of uncovered side dew to outdoor side, horizontal reinforcement connection box is equal The horizontal connection bolt penetration hole for being opened to both ends is set；
On the interior row's sleeper being connect with shear connector concrete inner wall plate, the orthogonal connecting screw hole of row's wall is opened up from top to bottom, Side corresponds to the position of the orthogonal connecting screw hole of wall and opens up the orthogonal attaching nut's installing port of wall, the orthogonal connection spiral shell of wall outdoors The depth of female installing port is to interior row's sleeper；
The double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset：
Heat preservation plate body is L-shaped, including 5 layers, from inside to outside respectively indoor concrete face layer, seam thermal insulation board, thick middle coagulation The thickness of soil layer, outer layer thermal insulation board and outdoor concrete topping, thick middle concrete layer is that indoor concrete face layer and outdoor are mixed 1.2-2 times of solidifying soil surface thickness；
Outer layer insulating layer is mutually perpendicular to constitute by two pieces of outer layer thermal insulation boards, outer layer thermal insulation board both ends concrete rib, thick middle coagulation Connection sleeper is collectively formed in soil layer and outdoor concrete topping, and stretching out wallboard top surface on top forms connection sleeper top shear connector； Corner on the inside of heat preservation plate body corner, outer layer insulating layer is corner sleeper, stretches out the thermal insulation board bodily form at the top of corner sleeper At corner sleeper top shear connector；Connect sleeper top shear connector and the corner sleeper top high ejecting plate top planar top surface 300- of shear connector 500mm；The top surface of outer layer thermal insulation board and its outdoor concrete topping of corresponding outside with to connect sleeper top shear connector, corner dark The apical side height of capital shear connector is identical, and it is mixed to be respectively formed interlayer heat preservation, waterproof, the high shutter of outer layer heat preservation gone along with sb. to guard him and outdoor The solidifying high shutter of soil；
Two pieces of equal one end of seam thermal insulation board of internal layer extend to corner sleeper, and the other end extends to the end of heat preservation plate body；Keep the temperature plate body In two overhanging arms, indoor concrete face layer, thick middle concrete layer are identical as seam heat preservation plate top surface, are below connection sleeper Shear connector and corner sleeper top shear connector top surface 300-500mm are pushed up, L-shaped shearing overlap joint mouth 1-26 is formed；
In wherein one end of plate body (1-1), respectively the recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon, moderate soak are recessed from outside to inside The 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 ladder V notch v, 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 straight The trapezoidal protrusion in angle；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, and moderate soak is recessed The fourth of the twelve Earthly Branches is located at the outer end of concrete connection sleeper shear connector and seam thermal insulation board；It is respectively outer layer from outside to inside in the other end of plate body 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, in Between 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 corner sleeper and vertically connects reinforcing bar, the top surface of corner sleeper top shear connector is stretched out on top, And top band thread, and attaching nut can be installed, respectively connecting horizontal reinforcement in bottom connects box, and horizontal reinforcement connects It is uncovered metal box to connect box, and interior angle is exposed in the horizontal reinforcement connection box uncovered side of interior angle, other horizontal reinforcements connect box uncovered side Reveal outdoor side；The bottom end setting of horizontal reinforcement connection box is opened to the screw hole of bottom；Respectively it is arranged one in connection sleeper Outer row vertically connects reinforcing bar, and the top surface of connection sleeper top shear connector, concrete connection sleeper shear connector is respectively stretched out on top, All outer rows vertically connect the top band thread of reinforcing bar, and can install attaching nut, and level is respectively connected in bottom Bar connecting box, it is uncovered metal box, uncovered side dew to outdoor side, the bottom end of horizontal reinforcement connection box that horizontal reinforcement, which connects box, The screw hole for being opened to bottom is set；
Slot is sheared at the bottom of corner sleeper setting corner sleeper bottom, it is rectangular notch that corner sleeper bottom, which shears slot,；It is dark in connection Outer row's sleeper bottom shearing slot is respectively arranged in the bottom of column, and it is rectangular notch that outer row's sleeper bottom, which shears slot, is cut at corner sleeper bottom Thick middle concrete layer and indoor concrete face layer and seam thermal insulation board form bottom between power slot and outer row's sleeper bottom shearing slot Portion's L-shaped shear connector；
L-shaped bar-mat reinforcement and several equally distributed L-shaped horizontal connection reinforcing bars are set in thick middle concrete layer, in L-shaped water Flushconnection reinforcing bar both ends are all connected with horizontal reinforcement connection box, and it is uncovered metal box, uncovered side dew to outdoor that horizontal reinforcement, which connects box, The end of side, horizontal reinforcement connection box is respectively provided with the horizontal connection bolt penetration hole for being opened to both ends；
Top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia and quasi- layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia difference lies in：
Outdoor concrete topping, outer layer thermal insulation board stretch out wallboard top surface, and top surface is dark less than outer row's sleeper top shear connector, connection The top surface of capital shear connector and be higher than interior row's sleeper top surface, be respectively formed interlayer heat preservation, waterproof, go along with sb. to guard him outdoor concrete height screening Baffle, outer layer keep the temperature high shutter；
The top surface of indoor concrete face layer, thick middle concrete layer, internal layer thermal insulation board and seam thermal insulation board is less than outer row's sleeper top The top surface 300-500mm of shear connector, connection sleeper top shear connector, is respectively formed the low overlap joint mouth of indoor concrete, thick middle coagulation Native interface card slot, internal layer keep the temperature low overlap joint mouth, seam keeps the temperature low overlap joint mouth；The low overlap joint mouth of indoor concrete, thick middle concrete Interface card slot, internal layer keep the temperature low overlap joint mouth, seam keeps the temperature low overlap joint mouth and flushed with the top surface of interior row's sleeper, are formed continuous multiple The connection flute profile shearing overlap joint mouth that top surface flushes；The top that interior row vertically connects reinforcing bar is not exposed；
Seam thermal insulation board exposes plate body in the both sides of heat preservation plate body, and the seam thermal insulation board at both ends mutually agrees with, and the two of seam thermal insulation board / mono- to one times of end face is splay end mouth, angle of inclination and the isosceles trapezoid of the recessed fourth of the twelve Earthly Branches of moderate soak or moderate soak tenon Bevel edge angle is consistent.
Further, the shear connector concrete inner wall plate includes concrete plate body, top interlevel shear connector, top interlevel Plate connection shearing slot, vertically connect reinforcing bar, rubber bar slot, vertically connect box, horizontal connection reinforcing bar, horizontal connection box, bar-mat reinforcement, Bottom shears slot, bottom shear connector, bottom connection shear connector, top connection shearing slot, double end nut, attaching nut；
Alternatively distributed top interlevel shear connector, top interlevel plate connection shearing slot is arranged in the top of concrete plate body, at both ends Shearing slot is connected for top；In the bottom of concrete plate body, top interlevel shear connector, top interlevel plate connection shearing slot, top The corresponding position of connection shearing slot is respectively bottom shearing slot, bottom shear connector, bottom connection shear connector, the keyway of all bottoms It is lower 100-200mm than the keyway at top；
In the corresponding place-centric of all top interlevel shear connectors, vertical connection reinforcing bar is respectively set, it is vertical to connect at the top of reinforcing bar Overhanging place is top interlevel shear connector, and the top of vertical connection reinforcing bar carries thread, and is equipped with attaching nut, in bottom end The top of bottom shearing slot is extended to, and respectively connect box connection with vertical；Vertical connection box is uncovered metal box, uncovered side dew To a wherein side wall, the vertical bottom end setting for connecting box is opened to the screw hole of bottom；
Bar-mat reinforcement is set close to the position of all vertical connection reinforcing bars in concrete plate body；And be arranged it is several up and down be uniformly distributed and The horizontal connection reinforcing bar that level is mutually parallel, horizontal connection reinforcing bar extend to the edge at concrete plate body both ends, and respectively with level Box connection is connected, horizontal connection box is uncovered metal box, and an a kind of side wall, the end set of horizontal connection box are exposed in uncovered side It is opened to the screw hole at both ends；
Two vertical rubber bar slots from top to bottom are respectively set at the both ends of concrete plate body；
With other shear connector concrete inner wall plate concrete plate bodys connected vertically at be arranged row's double end nut, double end nut It is uniformly distributed up and down, vertically penetrates concrete plate body, and the both ends end of double end nut is exposed at the surface of concrete plate body.
Further, the irregular tooth socket concrete floor includes floor plate body, interior organ timbering deep trouth, outer organ timbering shallow slot, connects Oral pillar shallow slot, long overlap plate end, short lapping plate end, flute profile lapping plate end, L-shaped lapping plate end, connection reinforcing bar, connection box, half slot, Half lap scarf joint plate end, interface lapping plate end；
In the connecting pin with the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia, alternate irregular tooth socket is set, wherein Both ends are interface column shallow slot, are arranged several equally distributed outer organ timbering shallow slots between interface column shallow slot, interface column shallow slot with it is outer The depth all same of organ timbering shallow slot is respectively provided with interior row between interface column shallow slot and outer organ timbering shallow slot and between outer organ timbering shallow slot Column deep trouth, the depth of interior organ timbering deep trouth are 2 times of outer organ timbering shallow slot depth；It is arranged interior on two sides of alternate irregular tooth socket Organ timbering deep trouth, outer organ timbering shallow slot, interface column shallow slot respectively correspond；Inside outer organ timbering shallow slot and interface column shallow slot correspond to Floor plate body respectively opens up connection box, and connection reinforcing bar respectively connects corresponding connection box, and connection box is uncovered metal box, nothing For lid side dew to top side, the bottom end setting for connecting box is opened to the screw hole at both ends；Interior organ timbering deep trouth and outer organ timbering shallow slot are mutually handed over It replaces, is therebetween long overlap plate end, side is respectively short lapping plate end in the plate of outer organ timbering shallow slot and interface column shallow slot, outside The corresponding short lapping plate end of organ timbering shallow slot and the long overlap plate end of its both sides constitute flute profile lapping plate end, and the interface column in both sides is shallow The corresponding short lapping plate end of slot constitutes L-shaped lapping plate end with long overlap plate end；
In the connecting pin with shear connector concrete inner wall plate, respectively interface lapping plate end on the outside, interface lapping plate end it Between several equally distributed half lap scarf joint plate ends are respectively set, between half lap scarf joint plate end and interface lapping plate end and half lap scarf joint plate It is half slot between end；The width at interface lapping plate end is the half of half lap scarf joint plate end width, and interface lapping plate end and half lap scarf joint Connection reinforcing bar is respectively provided in plate end, connection reinforcing bar respectively connects corresponding connection box, and connection box is uncovered metal box, uncovered side Reveal top side, the bottom end setting for connecting box is opened to the screw hole at both ends.
Further, the double-deck core plate concrete heat-insulating roof boarding include double layer sandwich plate body, top layer concrete topping, Bottom concrete face layer, intermediate concrete interlayer, top row concrete connection concealed beam, bottom row concrete overlap joint concealed beam, upper thermal insulation board, Lower thermal insulation board, upper joint tongue, lower link slot, upper link slot, lower joint tongue, transverse steel, under wear muscle hole, on wear muscle hole, top layer Longitudinal stress connection reinforcing bar, bottom longitudinal stress connection reinforcing bar, top surface connection box, bottom surface connection box, sleeper are reserved notch, small are taken It connects Shear connection tenon, big overlap joint Shear connection tenon, connection sleeper and reserves notch, short lapping plate end, long overlap plate end；
Double layer sandwich plate body include 5 layers, from top to bottom respectively top layer concrete topping, upper thermal insulation board constitute insulating layer, in Between concrete sandwich, lower thermal insulation board constitute insulating layer, bottom concrete face layer；
Top row concrete is set and connects concealed beam, bottom row's concrete overlap joint concealed beam, several equally distributed top row concrete connections Concealed beam is located at top layer, top row concrete connect between concealed beam be respectively top layer concrete topping, intermediate concrete interlayer and on Thermal insulation board；When such as needing, the top row concrete in end connects outside setting top layer concrete topping, the intermediate concrete of concealed beam Interlayer and upper thermal insulation board；Several equally distributed bottoms row concrete of bottom setting overlap concealed beams, bottom arrange concrete overlap joint concealed beam it Between be respectively bottom concrete face layer, intermediate concrete interlayer and lower thermal insulation board；When such as needing, concrete is arranged at the bottom of end Overlap outside setting bottom concrete face layer, intermediate concrete interlayer and the lower thermal insulation board of concealed beam；Top row concrete connects concealed beam It is interlaced with bottom row's concrete overlap joint concealed beam.
In the connecting pin of double layer sandwich plate body and shear connector concrete inner wall plate：
The top of one end opens up the upper link slot that a height is double layer sandwich plate body thickness half, upper link slot and top wherein It is parallel to arrange concrete connection concealed beam, and the lower joint tongue highly for double layer sandwich plate body thickness half is formed in lower layer；Opposite The upper joint tongue that a height is double layer sandwich plate body thickness half is stretched out on the top of the other end, and it is double to form height in lower layer The lower link slot of layer filled board body thickness half；
In intermediate concrete interlayer be arranged along double layer sandwich plate body) it is several with distribution, and perpendicular to top layer longitudinal stress connect Connect the transverse steel that reinforcing bar connects reinforcing bar with bottom longitudinal stress；
Top layer longitudinal stress connection reinforcing bar is respectively set in top row concrete connection concealed beam, reinforcing bar is connected in top layer longitudinal stress Both ends connect with top surface box connection, top surface connect box be one end open cuboid metal box, opening expose Double-layer clamp core The top surface of body；Top surface connection box setting be opened to double layer sandwich plate body end on wear muscle hole；In the row's concrete overlap joint concealed beam of bottom Bottom longitudinal stress is set and connects reinforcing bar, the both ends that reinforcing bar is connected in bottom longitudinal stress connect box connection with bottom surface, and bottom surface connects The cuboid metal box that box is one end open is connect, opening exposes the bottom surface of double layer sandwich plate body；Connection box setting in bottom surface is opened to double Layer filled board body end wears muscle hole under portion；
The double-deck core plate concrete heat-insulating roof boarding A：
Top row concrete connects concealed beam and the corresponding double layer sandwich plate body in end of bottom row's concrete overlap joint concealed beam extends outwardly, It is respectively formed small overlap joint Shear connection tenon；Top row concrete connects corresponding bilayer between concealed beam and bottom row's concrete overlap joint concealed beam Sandwich plate body is inwardly taken in, and is respectively formed sleeper and is reserved notch；
The double-deck core plate concrete heat-insulating roof boarding B：
The corresponding double layer sandwich plate body in end that concealed beam and bottom row's concrete overlap joint concealed beam are connected in two side ends top row concrete is equal Extend outwardly, is respectively formed small overlap joint Shear connection tenon；
Become several right in intermediate top row concrete connection concealed beam and bottom row's concrete overlap joint concealed beam, and each pair of top row concrete Connection concealed beam and the end of bottom row's concrete overlap joint concealed beam and corresponding double layer sandwich plate body between the two extend outwardly, point Shear connection tenon Xing Cheng not be overlapped greatly；Double layer sandwich plate body between big overlap joint Shear connection tenon is inwardly taken in, and is respectively formed Sleeper reserves notch.
In the connecting pin of double layer sandwich plate body and exterior wall：
In the corresponding position of top row concrete connection concealed beam, outermost side is respectively to connect sleeper to reserve notch, in connection sleeper Between reserved notch, sleeper is respectively set and reserves notch；Sleeper reserves the corresponding position of notch, and top row concrete connects concealed beam End be short lapping plate end；Setting top layer longitudinal stress connects reinforcing bar in top row concrete connection concealed beam, top layer it is longitudinal by The end of power connection reinforcing bar connect box connection with top surface, and it is uncovered metal box that top surface, which connects box, and top surface side, top are exposed in uncovered side The bottom end setting of face connection box is opened to the screw hole of top row concrete connection concealed beam end；
Between the reserved notch of connection sleeper and sleeper is reserved between notch and the reserved notch of connection sleeper as long overlap plate end.
Further, shear connector concrete daughter's wallboard include wall, it is horizontal interface end, the recessed fourth of the twelve Earthly Branches of waterproof outer, outer Layer waterproof 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, interior table heat preservation tenon, Interior table keeps the temperature the recessed fourth of the twelve Earthly Branches, interior row's vertical reinforcement, outer row vertically connect reinforcing bar, horizontal connection reinforcing bar, connect box, horizontal connection vertically Box, center line shearing slot, T shapes shear connector, longitudinal outer tenon, longitudinal inner tank mouths, connection bolt penetration hole；
Two horizontal interface ends of wall are mutually agreed with, and wherein one end is followed successively by the recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof from outside to inside The recessed fourth of the twelve Earthly Branches of tenon, moderate soak, interior table keep the temperature tenon；Intermediate waterproof tenon and Nei Biao heat preservation tenons are overhanging tenon, and end is flat Directly, the recessed fourth of the twelve Earthly Branches of waterproof outer and the recessed fourth of the twelve Earthly Branches of moderate soak are respectively recessed, bottom flat；The recessed fourth of the twelve Earthly Branches of waterproof outer, intermediate waterproof tenon, in Between keep the temperature the recessed fourth of the twelve Earthly Branches, interior table heat preservation tenon be sloped transition；It is recessed that the other end is followed successively by waterproof outer tenon, intermediate waterproof respectively The fourth of the twelve Earthly Branches, moderate soak tenon, interior table keep the temperature the recessed fourth of the twelve Earthly Branches；
In the horizontal connection reinforcing bar of the vertical equally distributed level of intermediate setting of wall, the both ends of horizontal connection reinforcing bar are respectively Horizontal connection box is connected, horizontal connection box is uncovered metal box, and surface of wall is exposed in uncovered side, and the company of being opened to is arranged in horizontal connection box Connect the connection bolt penetration hole at end；
Row's vertical reinforcement, outer row vertically connect reinforcing bar in setting in wall, and it is equal that interior row's vertical reinforcement and outer row vertically connect reinforcing bar Vertically and alternateing, the bottom that outer row vertically connects reinforcing bar connect box connection with vertical, and vertical connection box is uncovered metal box, Expose surface of wall, the vertical connection bolt penetration hole for connecting box setting and being opened to low side in uncovered side；
The bottom of wall opens up longitudinal inner tank mouths of rectangle along wall direction, and is opened up vertically in the corresponding position of connection box vertically The center line of wall shears slot, and it is rectangular notch that center line, which shears slot, and the outside of center line shearing slot forms longitudinal outer tenon.
3, advantage and advantageous effect：
The effect and advantage of the present invention is that connection type uses dry construction, simplifies construction；Connection is reliable, good integrity, tool There are superior anti-seismic performance, rigidity to be obviously improved, and reduce connector quantity, is obviously improved it and industrializes efficiency, reduce 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 realize load-bearing.It efficiently solves complete The problem of assembling the shearing strength at intersection ability wretched insufficiency of concrete structure, and heat bridge has both effectively been cut off, in turn ensure wallboard Globality is not necessarily to tension member it is ensured that each leaf wall piece cooperates, and stress performance, heat-insulating property, durability are significantly increased.
Description of the drawings
Fig. 1 is that dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system first layer plane schematic diagram.
Fig. 2 is that dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system A-A diagrammatic cross-sections.
Fig. 3 is index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia schematic top plan view.
Fig. 4 is side elevational schematic view in index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia room.
Fig. 5 is side elevational schematic view outside index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia room.
Fig. 6 is index bed bilayer core plate sleeper shear connector concrete heat-insulating external wall panel side elevational schematic view.
Fig. 7 is the A-A diagrammatic cross-sections of Fig. 4.
Fig. 8 is the double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset schematic top plan view.
Fig. 9 is side elevational schematic view outside double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset room.
Figure 10 is the B-B diagrammatic cross-sections of Fig. 9.
Figure 11 is top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia schematic top plan view.
Figure 12 is side elevational schematic view in dry construction bilayer core plate thermal insulation concrete top layer wallboard room.
Figure 13 is side elevational schematic view outside dry construction bilayer core plate thermal insulation concrete top layer wallboard room.
Figure 14 is dry construction bilayer core plate thermal insulation concrete top layer wallboard side elevation schematic diagram.
Figure 15 is shear connector concrete inner wall plate schematic elevation view.
Figure 16 is shear connector concrete inner wall plate schematic top plan view.
Figure 17 is the exterior wall connecting pin schematic diagram of irregular tooth socket concrete floor.
Figure 18 is the interior wall connecting pin schematic diagram of irregular tooth socket concrete floor.
Figure 19 is the exterior wall interface end schematic top plan view of the double-deck core plate concrete heat-insulating roof boarding.
Figure 20 is the exterior wall interface end schematic side view of the double-deck core plate concrete heat-insulating roof boarding.
Figure 21 is the interior wall interface end A schematic top plan views of the double-deck core plate concrete heat-insulating roof boarding.
Figure 22 is the interior wall interface end A schematic side views of the double-deck core plate concrete heat-insulating roof boarding.
Figure 23 is the interior wall interface end B schematic top plan views of the double-deck core plate concrete heat-insulating roof boarding.
Figure 24 is the interior wall interface end B schematic side views of the double-deck core plate concrete heat-insulating roof boarding.
Figure 25 is shear connector concrete daughter's wallboard schematic top plan view.
Figure 26 is shear connector concrete daughter's wallboard side elevation schematic diagram.
Figure 27 is shear connector concrete daughter's wallboard end elevational schematic view.
Figure 28 is thermal insulation external wall panel connecting node floor map.
Figure 29 is thermal insulation external wall panel connecting node elevational schematic view.
Figure 30 is exterior wall connecting node elevational schematic view orthogonal with interior wall.
Figure 31 is exterior wall connecting node floor map orthogonal with interior wall.
Figure 32 is interior wall linear type connecting node schematic top plan view.
Figure 33 is interior wall linear type connecting node schematic elevation view.
Figure 34 is interior wall cross connecting node schematic top plan view.
Figure 35 is interior wall and floor connecting node elevational schematic view.
Figure 36 is that interior wall splits schematic diagram with floor connecting node.
Figure 37 is interior wall and floor connecting node floor map.
Figure 38 is exterior wall and floor connecting node elevational schematic view.
Figure 39 is exterior wall and floor connecting node floor map.
Figure 40 is exterior wall-roof boarding-parapet connecting node elevational schematic view.
Figure 41 is that exterior wall-roof boarding connects floor map.
Figure 42 is that exterior wall-roof boarding connects elevational schematic view.
Figure 43 is interior wall-roof boarding connecting node schematic top plan view.
In figure, 1 is the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia；
1a is index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia；
1b is the double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset；
1c is top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia；
1-1 is heat preservation plate body；1-2 is indoor concrete face layer；1-3 is outdoor concrete topping；1-4 is thick middle concrete Layer；1-5 is interior row's sleeper；1-6 is outer row's sleeper；1-7 is connection sleeper；1-8 is outer layer thermal insulation board；1-9 is internal layer thermal insulation board； 1-10 is seam thermal insulation board；1-11 is intermediate bar-mat reinforcement；1-12 is interior row's sleeper top shear connector；1-13 shears for outer row's sleeper top 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 outer row's 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-shaped 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 Outer row vertically connects reinforcing bar；1-36 is that interior row vertically connects reinforcing bar；1-37 is horizontal connection reinforcing bar；1-38 is attaching nut；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；1-47 is corner sleeper；1-48 is that corner vertically connects reinforcing bar；1-49 is stirrup；1-50 is L Shape steel wire；1-51 is corner sleeper top shear connector；1-52 is L-shaped horizontal connection reinforcing bar；1-53 is that corner sleeper bottom shears slot； 1-54 is bottom L shear connector；1-55 is that outer row's sleeper bottom shears slot.
2 be shear connector concrete inner wall plate；
2-1 is concrete plate body；2-2 is top interlevel shear connector；2-3 is top interlevel plate connection shearing slot；2-4 is vertically to connect Connect reinforcing bar；2-5 is rubber bar slot；2-6 is vertical connection box；2-7 is horizontal connection reinforcing bar；2-8 is horizontal connection box；2-9 is Bar-mat reinforcement；2-10 is that bottom shears slot；2-11 is bottom shear connector；2-12 is that bottom connects shear connector；2-13 connects for top Shear slot；2-14 is double end nut；2-15 is attaching nut；
3 be irregular tooth socket concrete floor；
3-1 is floor plate body；3-2 is interior row's sleeper deep trouth；3-3 is outer row's sleeper shallow slot；3-4 is interface column shallow slot；3-5 is length Lapping plate end；3-6 is short lapping plate end；3-7 is flute profile lapping plate end；3-8 is L-shaped lapping plate end；3-9 is connection reinforcing bar；3- 10 be connection box；3-11 is half slot；3-12 is half lap scarf joint plate end；3-13 is interface lapping plate end；
4 be the double-deck core plate concrete heat-insulating roof boarding；
4-1 is double layer sandwich plate body；4-2 is top layer concrete topping；4-3 is bottom concrete face layer；4-4 is intermediate concrete Interlayer；4-5 is that top row concrete connects concealed beam；4-6 is that concrete overlap joint concealed beam is arranged at bottom；4-7 is upper thermal insulation board；4-8 is lower guarantor Warm plate；4-9 is upper joint tongue；4-10 is lower link slot；4-11 is upper link slot；4-12 is lower joint tongue；4-13 is lateral steel Muscle；4-14 wears muscle hole under being；4-15 is above to wear muscle hole；4-16 is that top layer longitudinal stress connects reinforcing bar；4-17 is bottom stress steel Muscle；4-18 is that top surface connects box；4-19 is that bottom surface connects box；4-20 is that sleeper reserves notch；4-21 is small overlap joint Shear connection Tenon；4-22 is big overlap joint Shear connection tenon；4-23 is that connection sleeper reserves notch；4-24 is short lapping plate end；4-25 is that length is taken Fishplate bar end；
Based on 5；
6 be shear connector concrete daughter's wallboard；
6-1 is wall；6-2 is horizontal interface end；6-3 is the recessed fourth of the twelve Earthly Branches of waterproof outer；6-4 is waterproof outer tenon；6-5 is intermediate anti- Water tenon；6-6 is the recessed fourth of the twelve Earthly Branches of intermediate waterproof；6-7 is the recessed fourth of the twelve Earthly Branches of moderate soak；6-8 is moderate soak tenon；6-9 is that the heat preservation of interior table is convex Tenon；6-10 is that interior table keeps the temperature the recessed fourth of the twelve Earthly Branches；6-11 is interior row's vertical reinforcement；6-12 is that outer row vertically connects reinforcing bar；6-13 is horizontal connects Connect reinforcing bar；6-14 is vertical connection box；6-15 is horizontal connection box；6-16 is that center line shears slot；6-17 is T shape shear connectors；6- 18 be longitudinal outer tenon；6-19 is longitudinal inner tank mouths；6-20 is connection bolt penetration hole；
7-1 is thermal insulation external wall panel connecting node；7-2 is exterior wall connecting node orthogonal with interior wall；7-3 is interior wall linear type connection section Point；7-4 is interior wall cross connecting node；7-5 is interior wall and floor connecting node；7-6 is exterior wall and floor connecting node；7- 7 be exterior wall-roof boarding-parapet connecting node；7-8 is interior wall-roof boarding connecting node；8 be connection bolt；9 be connection spiral shell It is female.
Specific implementation mode
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not They can be interpreted as limiting the scope of the present invention.
Embodiment
The present invention proposes dry construction bilayer core plate sleeper shear connector assembly concrete wallboard, as shown in Fig. 1 ~ Figure 43.
As shown in Figure 1, 2, the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia 1 includes index bed bilayer core plate sleeper Shear connector concrete heat-insulating Side fascia 1a, the double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset 1b, top layer bilayer core plate Connection between sleeper shear connector concrete heat-insulating Side fascia 1b；Two blocks of double-deck core plate sleeper shear connector concrete heat-insulating Side fascias 1 horizontal connection constitutes thermal insulation external wall panel connecting node 7-1；It is cut with the double-deck core plate sleeper one end of shear connector concrete inner wall plate 2 The middle part vertical connection of power key concrete heat-insulating Side fascia 1 forms exterior wall connecting node 7-2 orthogonal with interior wall；2 shear connectors are mixed The docking of 2 end of solidifying soil lining, forms interior wall linear type connecting node 7-3；22 horizontal connections of shear connector concrete inner wall plate And the respectively same position both sides vertical connection with 1 shear connector concrete inner wall plate 2, form interior wall cross connecting node 7-4；Lower part is load-bearing wall panel 2a in vertical shearing keyway room, and centre is horizontal irregular tooth socket concrete floor 3, and top is Load-bearing wall panel 2b in vertical shearing keyway room, interior wall are connected as node 7-5 with floor；Lower layer's index bed bilayer core plate sleeper is cut It is connect with irregular tooth socket concrete floor 3 at the top of power key concrete heat-insulating Side fascia 1a, dark with upper layer index bed bilayer core plate The bottom of column shear connector concrete heat-insulating Side fascia 1a connects, and forms exterior wall and floor connecting node 7-6；Top layer bilayer core plate is dark The top of column shear connector concrete heat-insulating Side fascia 1c is connect with the exterior wall interface end of the double-deck core plate concrete heat-insulating roof boarding 4, It is connect with shear connector concrete daughter wallboard 6, forms exterior wall-roof boarding-parapet connecting node 7-7；Two pieces of double-deck core plates Concrete heat-insulating roof boarding 4 is connect with load-bearing wall panel 2b in one piece of shearing keyway room, and the double-deck core plate concrete heat-insulating roof boarding 4 divides The both sides of load-bearing wall panel 2b are not overlapped with it in shearing keyway room, form interior wall-roof boarding connecting node 7-8；It is outer in heat preservation Wallboard connecting node 7-1, exterior wall connecting node 7-2 orthogonal with interior wall, interior wall linear type connecting node 7-3, interior wall cross connect Connect node 7-4, interior wall and floor connecting node 7-5, exterior wall and floor connecting node 7-6, exterior wall-roof boarding-parapet connection The interface of node 7-7 is all made of structure glue enhancing connection.
As shown in Fig. 3 ~ 14, the bilayer core plate sleeper shear connector concrete heat-insulating Side fascia 1 includes index bed bilayer core Plate sleeper shear connector concrete heat-insulating Side fascia 1a, bilayer core plate sleeper shear connector concrete heat-insulating exterior wall gusset 1b and top layer are double Layer core plate sleeper shear connector concrete heat-insulating Side fascia 1c；
Index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia 1a：
It includes 5 layers to keep the temperature plate body 1-1, from inside to outside respectively indoor concrete face layer 1-2, internal layer insulating layer, thick middle coagulation The thickness of soil layer 1-4, outer layer insulating layer and outdoor concrete topping 1-3, thick middle concrete layer 1-4 are indoor concrete face layer 1.2-2 times of 1-2 and outdoor concrete topping 1-3 thickness；
Internal layer insulating layer is arranged in rows by several pieces of thermal insulation boards, and to be respectively seam thermal insulation board 1-10, centre is several at both ends Internal layer thermal insulation board 1-9, seam thermal insulation board 1-10 and the distribution of internal layer thermal insulation board 1-9 uniform rows, in seam thermal insulation board 1-10 and interior Between layer thermal insulation board 1-9 and the concrete rib between internal layer thermal insulation board 1-9, thick middle concrete layer 1-4 and indoor coagulation Interior row's sleeper 1-5 is collectively formed in native face layer 1-2, and stretching out wallboard top surface on top forms interior row's sleeper top shear connector 1-12；
Outer layer insulating layer is distributed by several outer layer thermal insulation board 1-8 uniform rows, concrete rib between outer layer thermal insulation board 1-8, in Between thickness concrete layer 1-4) outer row's sleeper 1-6 is collectively formed in outdoor concrete topping 1-3, top stretch out wallboard top surface formed it is outer Arrange sleeper top shear connector 1-13；The both ends of outer layer insulating layer, thick middle concrete layer 1-4 and outdoor concrete topping 1-3 are common Connection sleeper 1-7 is formed, stretching out wallboard top surface on top forms connection sleeper top shear connector 1-14；Outer row's sleeper top shear connector 1- The vertically floor connecting screw hole 1-42 with wallboard direction is opened up respectively on 13 and connection sleeper top shear connector 1-14；
Outdoor concrete topping 1-3, outer layer thermal insulation board 1-8 stretch out wallboard top surface, top surface and interior row's sleeper top shear connector 1- 12, outer row's sleeper top shear connector 1-13, the apical side height of connection sleeper top shear connector 1-14 are identical, be respectively formed interlayer heat preservation, Waterproof, the high shutter 1-16 of the outdoor concrete gone along with sb. to guard him, outer layer keep the temperature high shutter 1-18；
Indoor concrete face layer 1-2, thick middle concrete layer 1-4, internal layer thermal insulation board 1-9, the top surface of seam thermal insulation board 1-10 are low In the top surface 300- of interior row's sleeper top shear connector 1-12, outer row's sleeper top shear connector 1-13, connection sleeper top shear connector 1-14 500mm is respectively formed the low overlap joint mouth 1-15 of indoor concrete, thick middle concrete interface card slot 1-17, internal layer and keeps the temperature low overlap joint Mouth 1-19, seam keep 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 keeps the temperature low overlap joint mouth 1-19 and forms the flute profile shearing overlap joint mouth 1-25 that a top surface flushes；The low overlap joint mouth 1- of indoor concrete 15, thick middle concrete interface card slot 1-17 and seam keep the temperature the L-shaped shearing that one top surface of low overlap joint mouth 1-20 formation flushes and take Interface 1-26；
Wherein one end of heat preservation plate body 1-1 be respectively from outside to inside the recessed fourth of the twelve Earthly Branches 1-27 of waterproof outer, intermediate waterproof tenon 1-29, in Between keep the temperature recessed fourth of the twelve Earthly Branches 1-31, interior table heat preservation tenon 1-33, level cross-sectionn is concordant, and between have slope connection；Outer layer The recessed fourth of the twelve Earthly Branches 1-27 of waterproof is right-angled trapezium notch, and intermediate waterproof tenon 1-29 is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak is Isosceles trapezoid notch, 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 Positioned at the outer end of connection sleeper top shear connector 1-14, the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak is located at connection sleeper top shear connector 1-14 and seam The outer end of thermal insulation board 1-10；It is respectively waterproof outer tenon 1-28, intermediate waterproof from outside to inside in the other end of heat preservation plate body 1-1 Recessed fourth of the twelve Earthly Branches 1-30, 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 1-27 of the waterproof outer of the other end, in Between 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；
Respectively it is arranged in one in row's sleeper 1-5 inside and arranges vertical connection reinforcing bar 1-36, interior row's sleeper top is stretched out on top The top surface of shear connector 1-12, it is in a row that all interior rows vertically connect reinforcing bar 1-36, and top band thread, and can the company of installation Connected nut 1-38, the placing of reinforcement connection box 1-39 in bottom respectively connects, interior placing of reinforcement connection box 1-39 is uncovered metal box, For uncovered 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 1-39；Outer row's sleeper 1-6 and company It connects in sleeper 1-7 to be respectively arranged outside one and arranges vertical connection reinforcing bar 1-35, outer row's sleeper top shearing is respectively stretched out on top The top surface of key 1-13, connection sleeper top shear connector 1-14, it is in a row that all outer rows vertically connect reinforcing bar 1-35, and top band spiral shell Screw thread, and attaching nut 1-38 can be installed, outer placing of reinforcement connection box 1-40 is respectively connected in bottom, outer placing of reinforcement connects box 1-40 is uncovered metal box, and the bottom end setting of uncovered side dew to outdoor side, outer placing of reinforcement connection box 1-40 is opened to the spiral shell of bottom Hole；
Interior row's sleeper bottom shearing slot 1-21 is respectively arranged in the bottom of row's sleeper 1-5 inside, and interior row's sleeper bottom shearing slot 1-21 is Rectangular notch arranges indoor concrete face layer 1-2, internal layer thermal insulation board with the outside at both ends between the shearing slot 1-21 of sleeper bottom inside 1-9 or seam thermal insulation board 1-10 forms interior row bottom shear connector 1-22；Sleeper 1-6 is arranged outside, the bottom of connection sleeper 1-7 is divided equally It outer She Zhi not arrange sleeper bottom and shear slot 1-23, it is rectangular notch that outer row's sleeper bottom, which shears slot 1-23, arranges sleeper bottom shearing slot outside Thick middle concrete layer 1-4 between 1-23 forms middle row bottom shear connector 1-24；
The horizontal connection reinforcing bar 1-37 of several horizontal homogeneous distributions is set in thick middle concrete layer 1-4, is connected at its both ends The flat bar connecting box 1-41 of water receiving, it is uncovered metal box, uncovered side dew to outdoor side, horizontal steel that horizontal reinforcement, which connects box 1-41, The end of muscle connection box 1-41 is respectively provided with the horizontal connection bolt penetration hole 1-43 for being opened to both ends；
In the interior row sleeper 1-5 being connect with shear connector concrete inner wall plate 2) on, the orthogonal connection of row's wall is opened up from top to bottom Screw hole 1-44, outdoors side correspond to the position of the orthogonal connecting screw hole 1-44 of wall and open up the orthogonal attaching nut's installing port 1- of wall The depth of 45, the orthogonal attaching nut's installing port 1-45 of wall are to interior row's sleeper 1-5；
The double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset 1b：
It is L-shaped to keep the temperature plate body 1-1, including 5 layers, from inside to outside respectively indoor concrete face layer 1-2, seam thermal insulation board 1-10, Thick middle concrete layer 1-4, outer layer thermal insulation board 1-8 and outdoor concrete topping 1-3, the thickness of thick middle concrete layer 1-4 are 1.2-2 times of indoor concrete face layer 1-2 and outdoor concrete topping 1-3 thickness；
Outer layer insulating layer is mutually perpendicular to constitute by two pieces of outer layer thermal insulation board 1-8, the both ends outer layer thermal insulation board 1-8 concrete rib, centre Connection sleeper 1-7 is collectively formed in thick concrete layer 1-4 and outdoor concrete topping 1-3, and stretching out wallboard top surface on top forms company Meet sleeper top shear connector 1-14；Corner on the inside of heat preservation plate body 1-1 corners, outer layer insulating layer is corner sleeper 1-47, Heat preservation plate body 1-1 is stretched out at the top of corner sleeper 1-47 forms corner sleeper top shear connector 1-51；Connect sleeper top shear connector 1-14 With corner sleeper top shear connector 1-51 high ejecting plates top planar top surface 300-500mm；Outer layer thermal insulation board 1-8 and its corresponding outside The top surface of outdoor concrete topping 1-3 and the apical side height for connecting sleeper top shear connector 1-14, corner sleeper top shear connector 1-51 It is identical, it is respectively formed interlayer heat preservation, waterproof, outer layer the heat preservation high shutter 1-18 and the high shutter 1- of outdoor concrete gone along with sb. to guard him 16；
Two pieces of equal one end seam thermal insulation board 1-10 of internal layer extend to corner sleeper 1-47, and the other end extends to the end of heat preservation plate body 1-1； In two overhanging arms for keeping the temperature plate body 1-1, indoor concrete face layer 1-2, thick middle concrete layer 1-4 and seam thermal insulation board 1-10 Top surface is identical, is below connection sleeper top shear connector 1-14 and corner sleeper top shear connector 1-51 top surface 300-500mm, forms L Shape shearing overlap joint mouth 1-26；
It is respectively the recessed fourth of the twelve Earthly Branches 1-27 of waterproof outer, intermediate waterproof tenon 1-29, intermediate guarantor from outside to inside in wherein one end of plate body 1-1 The recessed fourth of the twelve Earthly Branches 1-31 of temperature, interior table keep the temperature tenon 1-33, and level cross-sectionn is concordant, and between have slope connection；Waterproof outer Recessed fourth of the twelve Earthly Branches 1-27 is right-angled trapezium notch, and intermediate waterproof tenon 1-29 is isosceles trapezoid protrusion, and the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak is isosceles Trapeze cut, 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, centre waterproof tenon 1-29 are located at Concrete connects the outer end of sleeper shear connector 1-14, the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak be located at concrete connection sleeper shear connector 1-14 with The outer end of seam thermal insulation board 10；It is respectively that waterproof outer tenon 1-28, intermediate waterproof are recessed from outside to inside in the other end of plate body 1-1 Fourth of the twelve Earthly Branches 1-30, 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 1-27 of the waterproof outer of the other end, centre The recessed fourth of the twelve Earthly Branches 1-31 of waterproof tenon 1-29, moderate soak, interior table heat preservation tenon 1-33 agree with respectively；
One group of corner is set in corner sleeper 1-47 and vertically connects reinforcing bar 1-48, corner sleeper top shear connector is stretched out on top The top surface of 1-51, and top band thread, and attaching nut 1-38 can be installed, respectively connecting horizontal reinforcement in bottom connects Box 1-41 is met, it is uncovered metal box that horizontal reinforcement, which connects box 1-41, and the horizontal reinforcement of interior angle connects in the exposing of box 1-41 uncovereds side Angle, other horizontal reinforcements connect box 1-41 uncovereds side dew to outdoor side；The bottom end setting of horizontal reinforcement connection box 1-41 is opened to The screw hole of bottom；Respectively it is arranged in connection sleeper 1-7 outside one and arranges vertical connection reinforcing bar 1-35, company is respectively stretched out on top The top surface of sleeper top shear connector 1-14, concrete connection sleeper shear connector 1-14 are connect, all outer rows vertically connect reinforcing bar 1-35's Top band thread, and attaching nut 1-38 can be installed, respectively connecting horizontal reinforcement in bottom connects box 1-41, horizontal Bar connecting box 1-41 is uncovered metal box, and the bottom end setting of uncovered side dew to outdoor side, horizontal reinforcement connection box 1-41 is opened To the screw hole of bottom；
Slot 1-53 is sheared at the bottom of corner sleeper 1-47 setting corner sleeper bottom, corner sleeper bottom shears slot 1-53 and lacked for rectangle Mouthful；Outer row's sleeper bottom is respectively set in the bottom of connection sleeper 1-7 and shears slot 1-55, it is square that outer row's sleeper bottom, which shears slot 1-55, V notch v shears thick middle concrete layer 1-4 between slot 1-53 and outer row's sleeper bottom shearing slot 1-55 at corner sleeper bottom, and Indoor concrete face layer 1-2 and seam thermal insulation board 1-10 bottom L shear connectors 1-54；
L-shaped bar-mat reinforcement 1-50 and several equally distributed L-shaped horizontal connection reinforcing bar 1- is set in thick middle concrete layer 1-4 52, it is all connected with horizontal reinforcement at the both ends L-shaped horizontal connection reinforcing bar 1-52 and connects box 1-41, it is uncovered that horizontal reinforcement, which connects box 1-41, The end of metal box, uncovered side dew to outdoor side, horizontal reinforcement connection box 1-41 is respectively provided with the horizontal connection spiral shell for being opened to both ends Bolt perforation 1-43；
Top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia 1c is protected with quasi- layer bilayer core plate sleeper shear connector concrete Warm Side fascia 1a difference lies in：
Outdoor concrete topping 1-3, outer layer thermal insulation board 1-8 stretch out wallboard top surface, and top surface is less than outer row's sleeper top shear connector 1-13, connection sleeper top shear connector 1-14 top surface and be higher than the interior top surfaces row's sleeper 1-5, be respectively formed interlayer heat preservation, waterproof, enclose The high shutter 1-16 of outdoor concrete, the outer layer of shield keep the temperature high shutter 1-18；
Indoor concrete face layer 1-2, thick middle concrete layer 1-4, the top surface of internal layer thermal insulation board 1-9 and seam thermal insulation board 1-10 are low In the top surface 300-500mm of outer row's sleeper top shear connector 1-13, connection sleeper top shear connector 1-14, it is respectively formed indoor concrete Low overlap joint mouth 1-15, thick middle concrete interface card slot 1-17, internal layer keep 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, thick middle concrete interface card slot 1-17, internal layer keep the temperature low overlap joint mouth 1-19, seam It keeps the temperature low overlap joint mouth 1-20 to flush with the top surface of interior row's sleeper 1-5, forms the connection flute profile shearing that continuous multiple top surfaces flush Overlap mouth 1-25；The top that interior row vertically connects reinforcing bar 1-36 is not exposed；
Seam thermal insulation board 1-10 exposes plate body in the both sides of heat preservation plate body 1-1, and the seam thermal insulation board 1-10 phases at both ends are agreed with, seam The end face of the half of thermal insulation board 1-10 to one times is that splay end mouth, angle of inclination and the recessed fourth of the twelve Earthly Branches 1-31 of moderate soak or intermediate are protected The bevel edge angle of the isosceles trapezoid of warm tenon 1-32 is consistent.
As shown in Figure 15,16, the shear connector concrete inner wall plate 2 includes concrete plate body 2-1, top interlevel shear connector 2-2, the connection of top interlevel plate shear slot 2-3, vertical connection reinforcing bar 2-4, rubber bar slot 2-5, vertical connection box 2-6, level even Connect reinforcing bar 2-7, horizontal connection box 2-8, bar-mat reinforcement 2-9, bottom shearing slot 2-10, bottom shear connector 2-11, bottom connection shearing Key 2-12, top connection shearing slot 2-13, double end nut 2-14, attaching nut 2-15；
Alternatively distributed top interlevel shear connector 2-2, top interlevel plate connection shearing slot 2- is arranged in the top of concrete plate body 2-1 3, it is top connection shearing slot 2-13 at both ends；In the bottom of concrete plate body 2-1, top interlevel shear connector 2-2, top interlevel Plate connection shearing slot 2-3, the corresponding positions top connection shearing slot 2-13 are respectively bottom shearing slot 2-10, bottom shear connector 2- 11, bottom connects shear connector 2-12, and the keyway of all bottoms is lower 100-200mm than the keyway at top；
Vertical connection reinforcing bar 2-4 is respectively set in the corresponding place-centrics of all top interlevel shear connector 2-2, vertically connects steel Overhanging place is top interlevel shear connector 2-2 at the top of muscle 2-4, and the top of vertical connection reinforcing bar 2-4 carries thread, and is equipped with Attaching nut 2-15 extends to the top of bottom shearing slot 2-10 in bottom end, and respectively with vertically connect box 2-6 connections；Vertically It is uncovered metal box to connect box 2-6, and uncovered side dew arrives a wherein side wall, and the vertical bottom end setting for connecting box 2-6 is opened to bottom Screw hole；
In concrete plate body 2-1 close to the position setting bar-mat reinforcement 2-9 of all vertical connection reinforcing bar 2-4；And it is arranged above and below several It is uniformly distributed and the horizontal horizontal connection reinforcing bar 2-7 being mutually parallel, horizontal connection reinforcing bar 2-7 extends to the both ends concrete plate body 2-1 Edge, and connect respectively with horizontal connection box 2-8, horizontal connection box 2-8 is uncovered metal box, and a kind of side is exposed in uncovered side The end set of metope, horizontal connection box 2-8 is opened to the screw hole at both ends；
Two vertical rubber bar slot 2-5 from top to bottom are respectively set at the both ends of concrete plate body 2-1；
With 2 concrete plate body 2-1 connected vertically of other shear connector concrete inner wall plates at be arranged a row double end nut 2-14, Double end nut 2-14 or more is uniformly distributed, and vertically penetrates concrete plate body 2-1, and the both ends end of double end nut 2-14 is exposed at The surface of concrete plate body 2-1.
Such as Figure 17, shown in 18, irregular tooth socket concrete floor 3 with the double-deck core plate sleeper shear connector concrete heat-insulating exterior wall Alternate irregular tooth socket is arranged in the connecting pin of plate 1, wherein being interface column shallow slot 3-4 at both ends, is set between interface column shallow slot 3-4 Several equally distributed outer organ timbering shallow slot 3-3 are set, the depth all same of interface column shallow slot 3-4 and outer organ timbering shallow slot 3-3 are connecing Interior organ timbering deep trouth 3-2, interior organ timbering are respectively provided between oral pillar shallow slot 3-4 and outer organ timbering shallow slot 3-3 and between outer organ timbering shallow slot 3-3 The depth of deep trouth 3-2 is 2 times of outer organ timbering shallow slot 3-3 depth；The interior organ timbering being arranged on two sides of alternate irregular tooth socket is deep Slot 3-2, outer organ timbering shallow slot 3-3, interface column shallow slot 3-4 are respectively corresponded；Outer organ timbering shallow slot 3-3 and interface column shallow slot 3-4 Floor plate body 3-1 inside corresponding respectively opens up connection box 3-10, and connection reinforcing bar 3-9 respectively connects corresponding connection box 3-10 It connects, connection box 3-10 is uncovered metal box, and the spiral shell for being opened to both ends is arranged in the bottom end of uncovered side dew to top side, connection box 3-10 Hole；Interior organ timbering deep trouth 3-2 and outer organ timbering shallow slot 3-3 are alternateed, and are long overlap plate end 3-5, outer organ timbering shallow slot 3-3 therebetween It is respectively short lapping plate end 3-6, the corresponding short lapping plate end outer organ timbering shallow slot 3-3 with side in the plate of interface column shallow slot 3-4 The long overlap plate end 3-5 of 3-6 and its both sides constitutes flute profile lapping plate end 3-7, and the interface column shallow slot 3-4 in both sides is corresponding short to be taken Fishplate bar end 3-6 constitutes L-shaped lapping plate end 3-8 with long overlap plate end 3-5；
In the connecting pin with shear connector concrete inner wall plate 2, respectively interface lapping plate end 3-13 on the outside, in interface lapping plate Several equally distributed half lap scarf joint plate end 3-12 are respectively set between the 3-13 of end, in half lap scarf joint plate end 3-12 and interface lapping plate end It is half slot 3-11 between 3-13 and between half lap scarf joint plate end 3-12；The width of interface lapping plate end 3-13 is half lap scarf joint plate end 3- The half of 12 width, and connection reinforcing bar 3-9 is respectively provided in interface lapping plate end 3-13 and half lap scarf joint plate end 3-12, connection reinforcing bar 3- 9 respectively by corresponding connection box 3-10 connections, and connection box 3-10 is uncovered metal box, and uncovered side dew to top side connects box The bottom end setting of 3-10 is opened to the screw hole at both ends.
As shown in Figure 19 ~ 24, the double-deck core plate concrete heat-insulating roof boarding 4 includes double layer sandwich plate body 4-1, top layer concrete Concrete is arranged at face layer 4-2, bottom concrete face layer 4-3, intermediate concrete interlayer 4-4, top row concrete connection concealed beam 4-5, bottom Overlap concealed beam 4-6, upper thermal insulation board 4-7, lower thermal insulation board 4-8, upper joint tongue 4-9, lower link slot 4-10, upper link slot 4-11, under Joint tongue 4-12, transverse steel 4-13, under wear muscle hole 4-14, on wear muscle hole 4-15, top layer longitudinal stress connection reinforcing bar 4-16, bottom Layer longitudinal stress connection reinforcing bar 4-17, top surface connection box 4-18, bottom surface connection box 4-19, sleeper reserve notch 4-20, small overlap joint Shear connection tenon 4-21, big overlap joint Shear connection tenon 4-22, connection sleeper are reserved notch 4-23, short lapping plate end 4-24, length and are taken Fishplate bar end 4-25；
Double layer sandwich plate body 4-1 includes 5 layers, and respectively top layer concrete topping 4-2, upper thermal insulation board 4-7 are constituted from top to bottom Insulating layer, intermediate concrete interlayer 4-4, the insulating layer of lower thermal insulation board 4-8 compositions, bottom concrete face layer 4-3；
Top row concrete is set and connects concealed beam 4-5, bottom row concrete overlap joint concealed beam 4-6, several equally distributed top row coagulations Soil connection concealed beam 4-5 is located at top layer, is respectively top layer concrete topping 4-2, centre between top row concrete connection concealed beam 4-5 Concrete sandwich 4-4 and upper thermal insulation board 4-7；When such as needing, top is set in the outside of the top row concrete connection concealed beam 4-5 of end Layer concrete face layer 4-2, intermediate concrete interlayer 4-4 and upper thermal insulation board 4-7；Arrange coagulation in several equally distributed bottoms of bottom setting It is respectively bottom concrete face layer 4-3, intermediate concrete folder between soil overlap joint concealed beam 4-6, bottom row's concrete overlap joint concealed beam 4-6 Layer 4-4 and lower thermal insulation board 4-8；When such as needing, bottom concrete is set in the outside of bottom row's concrete overlap joint concealed beam 4-6 of end Face layer 4-3, intermediate concrete interlayer 4-4 and lower thermal insulation board 4-8；Top row concrete connects concealed beam 4-5 and bottom row's concrete overlap joint Concealed beam 4-6 is interlaced.
In the connecting pin of double layer sandwich plate body 4-1 and shear connector concrete inner wall plate 2：
The top of one end opens up the upper link slot 4-11 that a height is double layer sandwich plate body 4-1 thickness half, upper company wherein Access slot 4-11 is parallel with top row concrete connection concealed beam 4-5, and it is double layer sandwich plate body 4-1 thickness half to form height in lower layer Lower joint tongue 4-12；The upper company that a height is double layer sandwich plate body 4-1 thickness half is stretched out on the top of opposite other end Joggle 4-9, and form the lower link slot 4-10 that height is double layer sandwich plate body 4-1 thickness half in lower layer；
In intermediate concrete interlayer 4-4 setting along double layer sandwich plate body 4-1 it is several with distribution, and perpendicular to top layer it is longitudinal by Power connection reinforcing bar 4-16 connects the transverse steel 4-13 of reinforcing bar 4-17 with bottom longitudinal stress；
Top layer longitudinal stress connection reinforcing bar 4-16 is respectively set in top row concrete connection concealed beam 4-5, in top layer longitudinal stress The both ends of connection reinforcing bar 4-16 connect box 4-18 connections with top surface, and top surface connects the cuboid metal that box 4-18 is one end open Box, opening expose the top surface of double layer sandwich plate body 4-1；Top surface connection box 4-18 settings are opened to the ends double layer sandwich plate body 4-1 On wear muscle hole 4-15；Setting bottom longitudinal stress connects reinforcing bar 4-17 in the row's concrete overlap joint concealed beam 4-6 of bottom, in bottom longitudinal direction The both ends of stress connection reinforcing bar 4-17 connect box 4-19 connections with bottom surface, and bottom surface connects the cuboid gold that box 4-19 is one end open Belong to box, opening exposes the bottom surface of double layer sandwich plate body 4-1；Bottom surface connection box 4-19 settings are opened to the ends double layer sandwich plate body 4-1 Under wear muscle hole 4-14；
The double-deck core plate concrete heat-insulating roof boarding A：
Top row concrete connects concealed beam 4-5 and the corresponding double layer sandwich plate body 4-1 in end of bottom row's concrete overlap joint concealed beam 4-6 is equal Extend outwardly, is respectively formed small overlap joint Shear connection tenon 4-21；Top row concrete connects concealed beam 4-5 and bottom row's concrete overlap joint is dark Corresponding double layer sandwich plate body 4-1 is inwardly taken between beam 4-6, is respectively formed sleeper and is reserved notch 4-20；
The double-deck core plate concrete heat-insulating roof boarding B：
The corresponding double layer sandwich in end of concealed beam 4-5 and bottom row's concrete overlap joint concealed beam 4-6 are connected in two side ends top row concrete Plate body 4-1 extends outwardly, and is respectively formed small overlap joint Shear connection tenon 4-21；
It is and each pair of top row at several right in intermediate top row concrete connection concealed beam 4-5 and bottom row's concrete overlap joint concealed beam 4-6 Concrete connects concealed beam 4-5 and bottom row's concrete overlap joint concealed beam 4-6 and the therebetween end of corresponding double layer sandwich plate body 4-1 Portion extends outwardly, and is respectively formed big overlap joint Shear connection tenon 4-22；Double layer sandwich between big overlap joint Shear connection tenon 4-22 Plate body 4-1 is inwardly taken in, and is respectively formed sleeper and is reserved notch 4-20.
In the connecting pin of double layer sandwich plate body 4-1 and exterior wall：
In the corresponding positions top row concrete connection concealed beam 4-5, outermost side is respectively to connect sleeper to reserve notch 4-23, even Between meeting the reserved notch 4-23 of sleeper, sleeper is respectively set and reserves notch 4-20；Sleeper reserves the corresponding positions notch 4-20, The end that top row concrete connects concealed beam 4-5 is short lapping plate end 4-24；Top layer is set in top row concrete connection concealed beam 4-5 Longitudinal stress connects reinforcing bar 4-16, and the end of top layer longitudinal stress connection reinforcing bar 4-16 connect box 4-18 connections, top surface with top surface Connection box 4-18 is uncovered metal box, and top surface side is exposed in uncovered side, and the bottom end setting of top surface connection box 4-18 is opened to top row and mixes The screw hole of the ends solidifying soil connection concealed beam 4-5；
Between the reserved notch 4-23 of connection sleeper and sleeper is reserved between notch 4-20 and the reserved notch 4-23 of connection sleeper and is Long overlap plate end 4-25.
As shown in Figure 25 ~ 27, shear connector concrete daughter wallboard 6 includes wall 6-1, horizontal interface end 6-2, waterproof outer Recessed fourth of the twelve Earthly Branches 6-3, waterproof outer tenon 6-4, intermediate waterproof tenon 6-5, the recessed fourth of the twelve Earthly Branches 6-6 of intermediate waterproof, the recessed fourth of the twelve Earthly Branches 6-7 of moderate soak, centre Heat preservation tenon 6-8, interior table heat preservation tenon 6-9, the recessed fourth of the twelve Earthly Branches 6-10 of interior table heat preservation, interior row's vertical reinforcement 6-11, outer row vertically connect steel Muscle 6-12, horizontal connection reinforcing bar 6-13, vertical connection box 6-14, horizontal connection box 6-15, center line shearing slot 6-16, T shape shearing Key 6-17, longitudinal outer tenon 6-18, longitudinal inner tank mouths 6-19, connection bolt penetration hole 6-20；
Two horizontal interface end 6-2 of wall 6-1 mutually agree with, wherein one end be followed successively by from outside to inside the recessed fourth of the twelve Earthly Branches 6-3 of waterproof outer, Intermediate waterproof tenon 6-5, the recessed fourth of the twelve Earthly Branches 6-7 of moderate soak, interior table heat preservation tenon 6-9；Intermediate waterproof tenon 6-5 and Nei Biao keep the temperature tenon 6-9 is overhanging tenon, and end is straight, and the recessed fourth of the twelve Earthly Branches 6-3 of waterproof outer and the recessed fourth of the twelve Earthly Branches 6-7 of moderate soak are respectively recessed, bottom flat； The recessed fourth of the twelve Earthly Branches 6-3 of waterproof outer, intermediate waterproof tenon 6-5, the recessed fourth of the twelve Earthly Branches 6-7 of moderate soak, interior table heat preservation tenon 6-9 are sloped transition； The other end is followed successively by waterproof outer tenon 6-4, the recessed fourth of the twelve Earthly Branches 6-6 of intermediate waterproof, moderate soak tenon 6-8, interior table and keeps the temperature the recessed fourth of the twelve Earthly Branches respectively 6-10；
In the horizontal connection reinforcing bar 6-13, horizontal connection reinforcing bar 6-13 of the vertical equally distributed level of intermediate setting of wall 6-1 Both ends respectively connect horizontal connection box 6-15, horizontal connection box 6-15 is uncovered metal box, and wall 6-1 tables are exposed in uncovered side Face, the 6-15 settings of horizontal connection box are opened to the connection bolt penetration hole 6-20 of connecting pin；
Row's vertical reinforcement 6-11, outer row vertically connect reinforcing bar 6-12, interior row's vertical reinforcement 6-11 and outer row in setting in wall 6-1 Vertical connection reinforcing bar 6-12 is vertical and alternates, and the bottom that outer row vertically connects reinforcing bar 6-12 connects with the vertical box 6-14 that connect It connects, it is uncovered metal box to connect box 6-14 vertically, and the surfaces wall 6-1 are exposed in uncovered side, and vertical connection box 6-14 settings are opened to low The connection bolt penetration hole 6-20 at end；
The bottom of wall 6-1 opens up longitudinal inner tank mouths 6-19 of rectangle along wall direction, and corresponding in connection box 6-14 vertically Position opens up the center line shearing slot 6-16 of vertical wall 6-1, and it is rectangular notch that center line, which shears slot 6-16, and center line shears slot 6-16's Outside forms longitudinal outer tenon 6-18.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered It is considered as protection scope of the present invention.

Claims (6)

1. dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system, it is characterised in that：
The double-deck core plate sleeper shear connector concrete heat-insulating Side fascia (1) includes that index bed bilayer core plate sleeper shear connector concrete is protected Warm Side fascia (1a), the double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset (1b), top layer bilayer core plate sleeper shear connector Connection between concrete heat-insulating Side fascia (1b)；Two pieces of double-deck core plate sleeper shear connector concrete heat-insulating Side fascias (1) are horizontal Connect and compose thermal insulation external wall panel connecting node (7-1)；One piece of double-deck core plate sleeper shear connector concrete heat-insulating Side fascia (1) one end The recessed fourth of the twelve Earthly Branches of waterproof outer (1-27), intermediate waterproof tenon (1-29), the recessed fourth of the twelve Earthly Branches of moderate soak (1-31), interior table heat preservation tenon (1-33) It is recessed with the waterproof outer tenon (1-28) of another piece of double-deck core plate sleeper shear connector concrete heat-insulating Side fascia (1), intermediate waterproof The fourth of the twelve Earthly Branches (1-30), moderate soak tenon (1-32), interior table, which keep the temperature the recessed fourth of the twelve Earthly Branches (1-34), mutually to be agreed with；Wherein connects sleeper (1-7) and connect Sleeper (1-7) is connected to each other, and seam thermal insulation board (1-10) and seam thermal insulation board (1-10) are connected to each other；Bolt (8) is connected respectively from one The horizontal reinforcement of the horizontal reinforcement connection box (1-41) of block wallboard through another block of wallboard connects box (1-41), by the wall piece of both sides Connection, and it is fixed that attaching nut (9) is respectively adopted；Row's sleeper bottom in 1 row is respectively formed in the wall bottom and top of connection to cut Power slot (1-21) and 1 exclusive row's sleeper top shear connector (1-13)；
The middle part of one end of shear connector concrete inner wall plate (2) and the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia (1) Vertical connection forms exterior wall connecting node (7-2) orthogonal with interior wall；The central plane of shear connector concrete inner wall plate (2) with it is double The center line alignment of the interior layer concrete sleeper of layer core plate sleeper shear connector concrete heat-insulating Side fascia (1), it is dark in the double-deck core plate The outdoor side of column shear connector concrete heat-insulating Side fascia (1), using connection bolt (8) by the orthogonal attaching nut's installing port of wall (1-45) passes through the orthogonal connecting screw hole of wall (1-44) and passes through interior row's sleeper (1-5), then through shear connector concrete inner wall plate (2) in horizontal connection box (2-8), bolt (8) locking will be connected using attaching nut (9)；
2 shear connector concrete inner wall plate (2) end docking, form interior wall linear type connecting node (7-3)；2 shear connectors are mixed The rubber bar slot (2-5) of solidifying soil lining (2) is mutually aligned respectively, and the setting rubber bar (10) in rubber bar slot (2-5)；2 The horizontal connection box (2-8) of piece shear connector concrete inner wall plate (2) abutting end corresponds, will connection bolt (8) respectively from Water of the horizontal connection box (2-8) of a piece of shear connector concrete inner wall plate (2) through another shear connector concrete inner wall plate (2) In flushconnection box (2-8), it is fixedly connected using attaching nut (9)；The top interlevel plate of 2 shear connector concrete inner wall plates (2) The height of connection shearing slot (2-3) is equal, and the height of top connection shearing slot (2-13) is equal, two adjacent top connections It is equal with the width of top interlevel plate connection shearing slot (2-3) to shear the sum of width after slot (2-13) connects；2 shear connectors are mixed The bottom connection shear connector (2-12) of solidifying soil lining (2) and the bottom surface of bottom shear connector (2-11) equal, two bottoms of height It is equal with the width of bottom shear connector (2-11) that portion connects the sum of width after shear connector (2-12) connects；
2 shear connector concrete inner wall plate (2) horizontal connections, respectively with 1 shear connector concrete inner wall plate (2) in same position Both sides vertical connection is set, interior wall cross connecting node (7-4) is formed；2 shear connector concrete inner wall plates (2) are cut with another Rubber bar (10) is respectively set in the rubber bar slot (2-5) of power key concrete inner wall plate (2) perpendicular joints；2 shear connectors Double end nut of the horizontal connection box (2-8) of concrete inner wall plate (2) with shear connector concrete inner wall plate (2) connected vertically (2-14) is aligned；Connection bolt (8) is pierced by from the horizontal connection box (2-8) of 2 shear connector concrete inner wall plates (2) respectively, And it is connect with the double end nut (2-14) of vertical shear connector concrete inner wall plate (2)；
Lower part is load-bearing wall panel (2) in vertical shearing keyway room, and centre is horizontal irregular tooth socket concrete floor (3), on Portion is load-bearing wall panel (2) in vertical shearing keyway room, and interior wall is connected as node (7-5) with floor；The shearing keyway room of lower part The top interlevel shear connector (2-2) of internal loadbearing wall plate (2) is each passed through the irregular tooth of load-bearing wall panel (2) both sides in shearing keyway room Half slot (3-11) of slot concrete floor (3), top interlevel shear connector (2-2) mutually agree with half slot (3-11)；Shear keyway room The half lap scarf joint plate end (3-12) of the irregular tooth socket concrete floor (3) of internal loadbearing wall plate (2) both sides is respectively overlapped on shear connector In slot room on the top interlevel plate connection shearing slot (2-3) of load-bearing wall panel (2), and extend to load-bearing wall panel in shearing keyway room (2) wall center line, half lap scarf joint plate end (3-12) connect shearing slot (2-3) with top interlevel plate and mutually agree with；2 shearing keyway rooms When internal loadbearing wall plate (2) horizontal connection, interior wall linear type connecting node (7-3), 2 top connection shearing slots (2-13) are formed It is equal that width after connection connects the width of shearing slot (2-3) with top interlevel plate；2 bottom connection shear connectors (2-12) are even Width after connecing is equal with the width of bottom shearing slot (2-10)；The top of the connection seam of interior wall linear type connecting node (7-3) Portion's connection shearing slot (2-13) and the half lap scarf joint plate end (3-12) of irregular tooth socket concrete floor (3) are mutually agreed with；Lower part shear connector The part of the irregular tooth socket concrete floor (3) of top interlevel shear connector (2-2) stretching of load-bearing wall panel (2) is cut with top in slot room The bottom shearing slot (2-10) of load-bearing wall panel (2) mutually agrees in power keyway room；Lower part shears the top of load-bearing wall panel (2) in keyway room The part and load-bearing in the shearing keyway room of top that portion's interlaminar board connection shearing slot (2-3) exposes irregular tooth socket concrete floor (3) Bottom shear connector (2-11), the bottom connection shear connector (2-12) of wallboard (2) mutually agree with；Lower part shears load-bearing wall panel in keyway room (2) vertical connection reinforcing bar (2-4) penetrates into the vertical connection box (2-6) of load-bearing wall panel (2) in the shearing keyway room of top, and adopts It is connected with attaching nut (2-15)；
Lower layer's index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) top and irregular tooth socket concrete floor (3) it connects, is connect with the bottom of upper layer index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a), formed outer Wall and floor connecting node (7-6)；The exterior wall connecting pin of irregular tooth socket concrete floor (3) and the index bed bilayer core plate of lower part Overlap joint at the top of sleeper shear connector concrete heat-insulating Side fascia (1a)；The flute profile lapping plate end (3- of irregular tooth socket concrete floor (3) 7) it rides on the flute profile shearing overlap joint mouth (1-25) of index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a), and Flute profile lapping plate end (3-7) shears overlap joint mouth (1-25) with flute profile and mutually agrees with；The L-shaped of irregular tooth socket concrete floor (3) overlaps Plate end (3-8) rides over the L-shaped shearing overlap joint mouth (1- of index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) 26) on, and L-shaped lapping plate end (3-8) shears overlap joint mouth (1-26) with L-shaped and mutually agrees with；Irregular tooth socket concrete floor (3) it is interior It arranges sleeper deep trouth (3-2) and interior row's sleeper top of index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) shears Key (1-12) mutually agrees with；Outer row's sleeper shallow slot (3-3) of irregular tooth socket concrete floor (3) is cut with index bed bilayer core plate sleeper Outer row's sleeper top shear connector (1-13) of power key concrete heat-insulating Side fascia (1a) mutually agrees with；Index bed bilayer core plate sleeper shears Interior row's sleeper top shear connector (1-12) of key concrete heat-insulating Side fascia (1a), outer row's sleeper top shear connector (1-13), connection are dark The top surface that capital shear connector (1-14), the outdoor high shutter of concrete (1-16), outer layer keep the temperature high shutter (1-18) flushes, and Plate top plane than irregular tooth socket concrete floor (3) is high 200-300mm；Several connection bolts (8) are double by index bed respectively Wall-plate installing port (1-46) of layer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) passes through floor connecting screw hole (1-42) And enter the connection box (3-10) of irregular tooth socket concrete floor (3), using attaching nut (9) by index bed bilayer core plate sleeper Shear connector concrete heat-insulating Side fascia (1a) is connect with irregular tooth socket concrete floor (3)；The index bed bilayer core plate on top is dark Column shear connector concrete heat-insulating Side fascia (1a) interior row's sleeper bottom shearing slot (1-21) respectively with the index bed bilayer core of lower part Interior row's sleeper top shear connector (1-12) of plate sleeper shear connector concrete heat-insulating Side fascia (1a) mutually agrees with；The index bed on top is double Layer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) outer row's sleeper bottom shearing slot (1-23) respectively with the standard of lower part Outer row's sleeper top shear connector (1-13) of the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia (1a) of layer, connection sleeper top are cut Power key (1-14) mutually agrees with；The interior row bottom of the index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) on top Shear connector (1-22) is mixed with the interior of the index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) of lower part respectively Solidifying native low overlap joint mouth (1-15) is mutually agreed with；The index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) on top Middle row bottom shear connector (1-24) respectively with the index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) of lower part Thick middle concrete interface card slot (1-17) mutually agree with；Outside the index bed bilayer core plate sleeper shear connector concrete heat-insulating of lower part The outer row of wallboard (1a) vertically connects reinforcing bar (1-35), interior row vertically connects the index bed pair that reinforcing bar (1-36) respectively penetrates top The outer placing of reinforcement connection box (1-40) of layer core plate sleeper shear connector concrete heat-insulating Side fascia (1a) connects box (1- with interior placing of reinforcement 39), and use attaching nut (1-38) by wall connecting；
The top of top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1c) and the double-deck core plate concrete heat-insulating roofing The exterior wall interface end of plate (4) connects, and is connect with shear connector concrete daughter wallboard (6), forms exterior wall-roof boarding-parapet Connecting node (7-7)；The long overlap plate end (4-25) of the double-deck core plate concrete heat-insulating roof boarding (4) the double-deck core plate that brings to Front is dark On the connection flute profile shearing overlap joint mouth (1-25) of column shear connector concrete heat-insulating Side fascia (1c)；Double-deck core plate concrete heat-insulating room The short lapping plate end (4-24) of panel (4) brings to Front the connection of the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia (1c) The low overlap joint mouth (1-15) of indoor concrete and internal layer between flute profile shearing overlap joint mouth (1-25) keep the temperature on low overlap joint mouth (1-19)； The outdoor high shutter of concrete (1-16) and outer layer keep the temperature top and the double-deck core plate concrete heat-insulating room of high shutter (1-18) The top surface of panel (4) flushes；Outer row's sleeper top shear connector (1-13), the top surface for connecting sleeper top shear connector (1-14) are higher by bilayer 200 ~ 300mm of top surface of core plate concrete heat-insulating roof boarding (4)；Connection bolt (8) is mixed by top layer bilayer core plate sleeper shear connector Wall-plate installing port (1-46) of solidifying soil thermal insulation external wall panel (1c) is by floor connecting screw hole (1-42) through the double-deck core plate concrete The top surface connection box (4-18) of insulation roof slab (4), is connected using attaching nut (9)；Top layer bilayer core plate sleeper shear connector is mixed Outer row's sleeper top shear connector (1-13), the connection sleeper top shear connector (1-14) of solidifying soil thermal insulation external wall panel (1c) shear slot with center line (6-16) mutually agrees with, and the outer row in outer row's sleeper top shear connector (1-13), connection sleeper top shear connector (1-14) vertically connects steel Muscle (1-35) stretches into the vertical connection box (6-14) of shear connector concrete daughter wallboard (6), and even using attaching nut (1-38) It connects；
Two pieces of double-deck core plate concrete heat-insulating roof boardings (4) connect with load-bearing wall panel (2) in one piece of shearing keyway room, the double-deck core plate The both sides of load-bearing wall panel (2) overlap concrete heat-insulating roof boarding (4) with it in shearing keyway room respectively, form interior wall-roofing Plate connecting node (7-8)；The double layer sandwich plate body (4-1) of the double-deck core plate concrete heat-insulating roof boarding (4) is horizontal, when using dry When formula construction bilayer core plate thermal insulation concrete roof boarding A, small overlap joint Shear connection tenon (4-21) rides in shearing keyway room and holds On the top interlevel plate connection shearing slot (2-3) of weight wallboard (2), small the taking of both sides bilayer core plate concrete heat-insulating roof boarding (4) It connects Shear connection tenon (4-21) and extends to the wallboard center line of load-bearing wall panel (2) in shearing keyway room, and connect with top interlevel plate Shearing slot (2-3) mutually agrees with；When using dry construction bilayer core plate thermal insulation concrete roof boarding B, small overlap joint Shear connection tenon The top interlevel plate that (4-21) rides over load-bearing wall panel (2) in shearing keyway room with big overlap joint Shear connection tenon (4-22) is connected and is cut On power slot (2-3), the small overlap joint Shear connection tenon (4-21) of both sides bilayer core plate concrete heat-insulating roof boarding (4) and big overlap joint are cut Power joint tongue (4-22) extends to the wallboard center line of load-bearing wall panel (2) in shearing keyway room, and is connect respectively with top interlevel plate Shearing slot (2-3) mutually agrees with；The sleeper of double-deck core plate concrete heat-insulating roof boarding (4) both sides reserves notch (4-20) uniform a pair It answers, stretches into shearing keyway room in the top interlevel shear connector (2-2) of load-bearing wall panel (2), and the two is mutually agreed with；The double-deck core Top layer longitudinal stress connection reinforcing bar (4- is respectively provided in the top row concrete connection concealed beam (4-5) of board concrete insulation roof slab (4) 16), with overlapped the one end of load-bearing wall panel (2) in shearing keyway room, top layer longitudinal stress connects reinforcing bar (4-16) and top surface It connects box (4-18) to connect, top surface connects the metal box that box (4-18) is a side opening, and open side exposes the double-deck core plate concrete The top surface of insulation roof slab (4), and wear muscle hole (4-15), double-deck core plate concrete heat-insulating roof boarding (4) phase of both sides in setting Muscle hole (4-15) is worn on corresponding corresponds unicom；Use connection bolt (8) from one block of double-deck core plate concrete in top surface The top surface connection box (4-18) of insulation roof slab (4) connects box (4-18) by above wearing muscle hole (4-15) through the top surface of offside, And it is connected using attaching nut (9)；In bottom row's concrete overlap joint concealed beam (4-6) of the double-deck core plate concrete heat-insulating roof boarding (4) Be respectively provided with bottom longitudinal stress connection reinforcing bar (4-17), with overlapped the one end of load-bearing wall panel (2) in shearing keyway room, bottom is vertical Box (4-19) connection is connect with bottom surface to stress connection reinforcing bar (4-17), bottom surface connects the metal that box (4-19) is a side opening Box, open side expose the bottom surface of the double-deck core plate concrete heat-insulating roof boarding (4), and muscle hole (4-14) is worn under being arranged, pair of both sides Muscle hole (4-14), which is worn, under layer core plate concrete heat-insulating roof boarding (4) is corresponding corresponds unicom；In top surface using connection Bolt (8) wears muscle hole (4-14) under passing through from the bottom surface connection box (4-19) of one piece of double-deck core plate concrete heat-insulating roof boarding (4) It is connected through the bottom surface connection box (4-19) of offside, and using attaching nut (9)；
In thermal insulation external wall panel connecting node (7-1), exterior wall connecting node (7-2) orthogonal with interior wall, interior wall linear type connecting node (7-3), interior wall cross connecting node (7-4), interior wall and floor connecting node (7-5), exterior wall and floor connecting node (7- 6), the interface of exterior wall-roof boarding-parapet connecting node (7-7) is all made of structure glue enhancing connection.
2. a kind of dry construction bilayer core plate thermal insulation concrete wallboard according to claim 1 shears keyway arrangements system, It is characterized in that：The bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1) includes that index bed bilayer core plate sleeper is cut Power key concrete heat-insulating Side fascia (1a), the double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset (1b) and top layer bilayer core Plate sleeper shear connector concrete heat-insulating Side fascia (1c)；
Index bed bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1a)：
Keep the temperature plate body (1-1) include 5 layers, from inside to outside respectively indoor concrete face layer (1-2), internal layer insulating layer, thick middle The thickness of concrete layer (1-4), outer layer insulating layer and outdoor concrete topping (1-3), thick middle concrete layer (1-4) is 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 thermal insulation boards, and both ends are respectively seam thermal insulation board (1-10), and centre is in several Layer thermal insulation board (1-9), seam thermal insulation board (1-10) and the distribution of internal layer thermal insulation board (1-9) uniform rows, in seam thermal insulation board (1- 10) concrete rib between internal layer thermal insulation board (1-9) and between internal layer thermal insulation board (1-9), thick middle concrete layer (1- 4) and interior row's sleeper (1-5) is collectively formed in indoor concrete face layer (1-2), and stretching out wallboard top surface on top forms interior row's sleeper top Shear connector (1-12)；
Outer layer insulating layer is distributed by several outer layer thermal insulation board (1-8) uniform rows, the concrete between outer layer thermal insulation board (1-8) Outer row's 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 outer row's 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), and stretching out wallboard top surface on top forms connection sleeper top shear connector (1- 14)；Opened up respectively on outer row's sleeper top shear connector (1-13) and connection sleeper top shear connector (1-14) vertically with wallboard direction Floor connecting screw hole (1-42)；
Outdoor concrete topping (1-3), outer layer thermal insulation board (1-8) stretch out wallboard top surface, and top surface is sheared with interior row's sleeper top Key (1-12), outer row's 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 face layer (1-2), thick middle concrete layer (1-4), internal layer thermal insulation board (1-9), seam thermal insulation board (1-10) Top surface less than interior row's sleeper top shear connector (1-12), outer row's 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 the 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 the L-shaped shearing overlap joint mouth (1-26) that a top surface flushes；
It is respectively the recessed fourth of the twelve Earthly Branches of waterproof outer (1-27), intermediate waterproof tenon (1- from outside to inside 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 thermal 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；
Row's sleeper (1-5) is interior inside is respectively arranged the vertical connection reinforcing bar (1-36) of row in one, and 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 band thread, and Attaching nut (1-38) can be installed, the placing of reinforcement connection box (1-39) in bottom respectively connects, interior placing of reinforcement connection box (1- 39) it is uncovered metal box, 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；Respectively it is arranged outside one in outer row's sleeper (1-6) and connection sleeper (1-7) and arranges vertical connection reinforcing bar (1-35), top The top surface respectively stretched out outer row's sleeper top shear connector (1-13), connect sleeper top shear connector (1-14), all outer rows vertically connect It is in a row to connect reinforcing bar (1-35), and top band thread, and attaching nut (1-38) can be installed, is respectively connected in bottom Outer placing of reinforcement connection box (1-40), outer placing of reinforcement connection box (1-40) are uncovered metal box, uncovered side dew to outdoor side, outer row The bottom end setting of bar connecting box (1-40) is opened to the screw hole of bottom；
Interior row's sleeper bottom shearing slot (1-21) is respectively arranged in the bottom of row's sleeper (1-5) inside, and interior row's sleeper bottom shears slot (1- 21) be rectangular notch, arrange inside the outside between sleeper bottom shearing slot (1-21) and both ends indoor concrete face layer (1-2), Internal layer thermal insulation board (1-9) or seam thermal insulation board (1-10) arrange bottom shear connector (1-22) in being formed；Sleeper (1-6) is arranged outside, is connected Outer row's sleeper bottom shearing slot (1-23) is respectively arranged in the bottom for connecing sleeper (1-7), and it is square that outer row's sleeper bottom, which shears slot (1-23), V notch v is arranged during the thick middle concrete layer (1-4) between sleeper bottom shearing slot (1-23) is formed and arranges bottom shear connector (1- outside 24)；
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 metal box, 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 shear connector concrete inner wall plate (2), a positive commissure of row's wall is opened up from top to bottom Screw hole (1-44) is connect, side corresponds to the position of the orthogonal connecting screw hole of wall (1-44) and opens up wall orthogonal attaching nut peace outdoors Fill mouth (1-45), the depth of the orthogonal attaching nut's installing port (1-45) of wall to interior row's sleeper (1-5)；
The double-deck core plate sleeper shear connector concrete heat-insulating exterior wall gusset (1b)：
It is L-shaped to keep the temperature plate body (1-1), including 5 layers, from inside to outside respectively indoor concrete face layer (1-2), seam thermal insulation board (1-10), thick middle concrete layer (1-4), outer layer thermal insulation board (1-8) and outdoor concrete topping (1-3), thick middle concrete The thickness of layer (1-4) is 1.2-2 times of indoor concrete face layer (1-2) and outdoor concrete topping (1-3) thickness；
Outer layer insulating layer is mutually perpendicular to constitute by two pieces of outer layer thermal insulation boards (1-8), the both ends outer layer thermal insulation board (1-8) concrete rib, Connection sleeper (1-7) is collectively formed in thick middle concrete layer (1-4) and outdoor concrete topping (1-3), stretches out wallboard on top Top surface forms connection sleeper top shear connector (1-14)；Plate body (1-1) corner is being kept the temperature, the corner on the inside of outer layer insulating layer is Corner sleeper (1-47), corner sleeper (1-47) top stretch out heat preservation plate body (1-1) and form corner sleeper top shear connector (1-51)； Connect sleeper top shear connector (1-14) and the high ejecting plate top planar top surface 300-500mm of corner sleeper top shear connector (1-51)；Outer layer The top surface of thermal insulation board (1-8) and its outdoor concrete topping (1-3) of corresponding outside with connect sleeper top shear connector (1-14), The apical side height of corner sleeper top shear connector (1-51) is identical, is respectively formed interlayer heat preservation, waterproof, the high screening of outer layer heat preservation gone along with sb. to guard him Baffle (1-18) and the outdoor high shutter of concrete (1-16)；
Two pieces of seam thermal insulation boards (1-10) of internal layer one end extends to corner sleeper (1-47), and the other end extends to heat preservation plate body (1-1) End；Keep the temperature plate body (1-1) two overhanging arms in, indoor concrete face layer (1-2), thick middle concrete layer (1-4) with The top surface seam thermal insulation board (1-10) is identical, is below connection sleeper top shear connector (1-14) and corner sleeper top shear connector (1-51) Top surface 300-500mm forms L-shaped shearing overlap joint mouth (1-26)；
Wherein one end of plate body (1-1) be respectively from outside to inside the recessed fourth of the twelve Earthly Branches of waterproof outer (1-27), intermediate waterproof tenon (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 company It connects；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, moderate soak The recessed fourth of the twelve Earthly Branches (1-31) 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 of waterproof outer (1-27), Intermediate waterproof tenon (1-29) is located at the outer end of concrete connection sleeper shear connector (1-14), and the recessed fourth of the twelve Earthly Branches of moderate soak (1-31) is located at Concrete connects the outer end of sleeper shear connector (1-14) and seam thermal insulation board (10)；Plate body (1-1) the other end from outside to inside Respectively 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；
One group of corner of setting vertically connects reinforcing bar (1-48) in corner sleeper (1-47), and top is stretched out corner sleeper top and cut The top surface of power key (1-51), and top band thread, and attaching nut (1-38) can be installed, respectively connect water in bottom Flat bar connecting box (1-41), it is uncovered metal box, the horizontal reinforcement connection box (1- of interior angle that horizontal reinforcement, which connects box (1-41), 41) interior angle is exposed in uncovered side, other horizontal reinforcements connect box (1-41) uncovered side dew to outdoor side；Horizontal reinforcement connects box The bottom end setting of (1-41) is opened to the screw hole of bottom；It connects in sleeper (1-7) to be respectively arranged outside one and arranges vertical connection reinforcing bar The top of connection sleeper top shear connector (1-14), concrete connection sleeper shear connector (1-14) is respectively stretched out on (1-35), top Face, all outer rows vertically connect the top band thread of reinforcing bar (1-35), and can install attaching nut (1-38), in bottom Respectively connection horizontal reinforcement connection box (1-41), it is uncovered metal box, uncovered side dew to room that horizontal reinforcement, which connects box (1-41), Outer side, the bottom end setting of horizontal reinforcement connection box (1-41) are opened to the screw hole of bottom；
In the bottom of corner sleeper (1-47) setting corner sleeper bottom shearing slot (1-53), corner sleeper bottom shearing slot (1-53) is Rectangular notch；In the bottom of connection sleeper (1-7), outer row's sleeper bottom shearing slot (1-55), outer row's sleeper bottom shearing are respectively set Slot (1-55) is rectangular notch, the thick middle between corner sleeper bottom shearing slot (1-53) and outer row's sleeper bottom shearing slot (1-55) Concrete layer (1-4) and indoor concrete face layer (1-2) and seam thermal insulation board (1-10) form bottom L shear connector (1- 54)；
Setting L-shaped bar-mat reinforcement (1-50) and several equally distributed L-shaped horizontal connection steel in thick middle concrete layer (1-4) Muscle (1-52) is all connected with horizontal reinforcement connection box (1-41) at the both ends L-shaped horizontal connection reinforcing bar (1-52), and horizontal reinforcement connects box (1-41) is uncovered metal box, and uncovered side dew to outdoor side, the end of horizontal reinforcement connection box (1-41), which is respectively provided with, is opened to two The horizontal connection bolt penetration hole (1-43) at end；
Top layer bilayer core plate sleeper shear connector concrete heat-insulating Side fascia (1c) and quasi- layer bilayer core plate sleeper shear connector concrete Thermal insulation external wall panel (1a) difference lies in：
Outdoor concrete topping (1-3), outer layer thermal insulation board (1-8) stretch out wallboard top surface, and top surface is cut less than outer row's sleeper top Power key (1-13), connection sleeper top shear connector (1-14) top surface and be higher than interior row's sleeper (1-5) top surface, be respectively formed interlayer guarantor Temperature, 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 face layer (1-2), thick middle concrete layer (1-4), internal layer thermal insulation board (1-9) and seam thermal insulation board (1-10) Top surface less than outer row's sleeper top shear connector (1-13), connection sleeper top shear connector (1-14) top surface 300-500mm, respectively shape At the low overlap joint mouth (1-15) of indoor concrete, thick middle concrete interface card slot (1-17), internal layer keep the temperature low overlap joint mouth (1-19), Seam keeps the temperature low overlap joint mouth (1-20)；It is the low overlap joint mouth (1-15) of indoor concrete, thick middle concrete interface card slot (1-17), interior Layer keeps the temperature low overlap joint mouth (1-19), seam keeps the temperature low overlap joint mouth (1-20) and flushed with the top surface of interior row's sleeper (1-5), the company of being formed Continue the connection flute profile shearing overlap joint mouth (1-25) that multiple top surfaces flush；The top that interior row vertically connects reinforcing bar (1-36) is not exposed；
Seam thermal insulation board (1-10) exposes plate body, seam thermal insulation board (1-10) the phase contract at both ends in the both sides of heat preservation plate body (1-1) It closes, the end face of the half to one times of seam thermal insulation board (1-10) is splay end mouth, angle of inclination and the recessed fourth of the twelve Earthly Branches (1- of moderate soak 31) or the bevel edge angle of the isosceles trapezoid of moderate soak tenon (1-32) is consistent.
3. dry construction bilayer core plate thermal insulation concrete wallboard according to claim 1 shears keyway arrangements system, special Sign is：The shear connector concrete inner wall plate (2) includes concrete plate body (2-1), top interlevel shear connector (2-2), top Interlaminar board connection shearing slot (2-3), vertically connection reinforcing bar (2-4), vertically connect box (2-6), level even at rubber bar slot (2-5) Connect reinforcing bar (2-7), horizontal connection box (2-8), bar-mat reinforcement (2-9), bottom shearing slot (2-10), bottom shear connector (2-11), bottom Portion connects shear connector (2-12), top connection shearing slot (2-13), double end nut (2-14), attaching nut (2-15)；
Alternatively distributed top interlevel shear connector (2-2), top interlevel plate connection shearing is arranged in the top of concrete plate body (2-1) Slot (2-3) is top connection shearing slot (2-13) at both ends；In the bottom of concrete plate body (2-1), top interlevel shear connector (2-2), top interlevel plate connection shearing slot (2-3), the corresponding position of top connection shearing slot (2-13) are respectively bottom shearing Slot (2-10), bottom shear connector (2-11), bottom connection shear connector (2-12), the keyway of all bottoms are lower than the keyway at top 100-200mm；
Vertical connection reinforcing bar (2-4) is respectively set in the corresponding place-centric of all top interlevel shear connectors (2-2), is vertically connected It is top interlevel shear connector (2-2) to meet overhanging place at the top of reinforcing bar (2-4), and vertically the top of connection reinforcing bar (2-4) carries screw Button, and is equipped with attaching nut (2-15), and the top of bottom shearing slot (2-10) is extended in bottom end, and respectively with vertically connect Box (2-6) connects；Vertical connection box (2-6) is uncovered metal box, and uncovered side dew arrives a wherein side wall, vertically connects box (2- 6) bottom end setting is opened to the screw hole of bottom；
In concrete plate body (2-1) close to the position setting bar-mat reinforcement (2-9) of all vertical connection reinforcing bars (2-4)；And if being arranged The dry horizontal connection reinforcing bar (2-7) being uniformly distributed up and down and level is mutually parallel, horizontal connection reinforcing bar (2-7) extend to concrete slab The edge at the both ends body (2-1), and connect respectively with horizontal connection box (2-8), horizontal connection box (2-8) is uncovered metal box, nothing An a kind of side wall is exposed in lid side, and the end set of horizontal connection box (2-8) is opened to the screw hole at both ends；
Two vertical rubber bar slots (2-5) from top to bottom are respectively set at the both ends of concrete plate body (2-1)；
With other shear connector concrete inner wall plates (2) concrete plate body (2-1) connected vertically at be arranged row's double end nut (2-14), double end nut (2-14) are uniformly distributed up and down, vertically penetrate concrete plate body (2-1), and double end nut (2-14) Both ends end is exposed at the surface of concrete plate body (2-1).
4. dry construction bilayer core plate thermal insulation concrete wallboard according to claim 1 shears keyway arrangements system, special Sign is：The irregular tooth socket concrete floor (3) includes floor plate body (3-1), interior organ timbering deep trouth (3-2), outer organ timbering shallow slot (3-3), interface column shallow slot (3-4), long overlap plate end (3-5), short lapping plate end (3-6), flute profile lapping plate end (3-7), L-shaped are taken Fishplate bar end (3-8), connection reinforcing bar (3-9), connection box (3-10), half slot (3-11), half lap scarf joint plate end (3-12), interface overlap joint Plate end (3-13)；
In the connecting pin with the double-deck core plate sleeper shear connector concrete heat-insulating Side fascia (1), alternate irregular tooth socket is set, wherein It is interface column shallow slot (3-4) at both ends, several equally distributed outer organ timbering shallow slot (3- is set between interface column shallow slot (3-4) 3), the depth all same of interface column shallow slot (3-4) and outer organ timbering shallow slot (3-3), in interface column shallow slot (3-4) and outer organ timbering shallow slot Interior organ timbering deep trouth (3-2) is respectively provided between (3-3) and between outer organ timbering shallow slot (3-3), the depth of interior organ timbering deep trouth (3-2) is 2 times of outer organ timbering shallow slot (3-3) depth；Interior organ timbering deep trouth (3-2) on two sides of alternate irregular tooth socket, outer organ timbering are set Shallow slot (3-3), interface column shallow slot (3-4) respectively correspond；Outer organ timbering shallow slot (3-3) and interface column shallow slot (3-4) are corresponding Internal floor plate body (3-1) respectively opens up connection box (3-10), and connection reinforcing bar (3-9) is respectively by corresponding connection box (3- 10) it connects, connection box (3-10) is uncovered metal box, and the bottom end setting of uncovered side dew to top side, connection box (3-10) is opened To the screw hole at both ends；Interior organ timbering deep trouth (3-2) and outer organ timbering shallow slot (3-3) alternate, and are long overlap plate end (3- therebetween 5), side is respectively short lapping plate end (3-6) in the plate of outer organ timbering shallow slot (3-3) and interface column shallow slot (3-4), and outer organ timbering is shallow The corresponding short lapping plate end (3-6) of slot (3-3) and the long overlap plate end (3-5) of its both sides constitute flute profile lapping plate end (3-7), The corresponding short lapping plate end (3-6) of interface column shallow slot (3-4) of both sides constitutes L-shaped lapping plate end (3- with long overlap plate end (3-5) 8)；
In the connecting pin with shear connector concrete inner wall plate (2), on the outside respectively interface lapping plate end (3-13), taken in interface Several equally distributed half lap scarf joint plate ends (3-12) are respectively set between fishplate bar end (3-13), half lap scarf joint plate end (3-12) with connect It is half slot (3-11) between mouth lapping plate end (3-13) and between half lap scarf joint plate end (3-12)；Interface lapping plate end (3-13) Width is the half of half lap scarf joint plate end (3-12) width, and is all provided in interface lapping plate end (3-13) and half lap scarf joint plate end (3-12) Connection reinforcing bar (3-9) is set, connection reinforcing bar (3-9) respectively connects corresponding connection box (3-10), and connection box (3-10) is uncovered Metal box, uncovered side dew to top side, the bottom end setting of connection box (3-10) are opened to the screw hole at both ends.
5. dry construction bilayer core plate thermal insulation concrete wallboard according to claim 2 shears keyway arrangements system, special Sign is：The bilayer core plate concrete heat-insulating roof boarding（4）Including double layer sandwich plate body (4-1), top layer concrete topping (4- 2), concrete is arranged at bottom concrete face layer (4-3), intermediate concrete interlayer (4-4), top row concrete connection concealed beam (4-5), bottom Overlap concealed beam (4-6), upper thermal insulation board (4-7), lower thermal insulation board (4-8), upper joint tongue (4-9), lower link slot (4-10), upper connection Slot (4-11), lower joint tongue (4-12), transverse steel (4-13), under wear muscle hole (4-14), on to wear muscle hole (4-15), top layer longitudinal Stress connects reinforcing bar (4-16), bottom longitudinal stress connection reinforcing bar (4-17), top surface connection box (4-18), bottom surface connection box (4- 19), sleeper reserves notch (4-20), small overlap joint Shear connection tenon (4-21), big overlap joint Shear connection tenon (4-22), connection sleeper Reserved notch (4-23), short lapping plate end (4-24), long overlap plate end (4-25)；
Double layer sandwich plate body (4-1) includes 5 layers, from top to bottom respectively top layer concrete topping (4-2), upper thermal insulation board (4-7) Insulating layer, intermediate concrete interlayer (4-4), the insulating layer of lower thermal insulation board (4-8) composition, the bottom concrete face layer (4- of composition 3)；
Top row concrete is set and connects concealed beam (4-5), bottom row's concrete overlap joint concealed beam (4-6), several equally distributed top rows Concrete connection concealed beam (4-5) is located at top layer, is respectively top layer concrete topping between top row concrete connection concealed beam (4-5) (4-2), intermediate concrete interlayer (4-4) and upper thermal insulation board (4-7)；When such as needing, the top row concrete in end connects concealed beam Outside setting top layer concrete topping (4-2), intermediate concrete interlayer (4-4) and the upper thermal insulation board (4-7) of (4-5)；Bottom is set Several equally distributed bottom row's concrete overlap joint concealed beams (4-6) are set, are respectively bottom between bottom row's concrete overlap joint concealed beam (4-6) Layer concrete face layer (4-3), intermediate concrete interlayer (4-4) and lower thermal insulation board (4-8)；When such as needing, the bottom row in end is mixed Outside setting bottom concrete face layer (4-3), intermediate concrete interlayer (4-4) and the lower thermal insulation board of solidifying soil overlap joint concealed beam (4-6) (4-8)；Top row concrete connects concealed beam (4-5) and bottom row's concrete overlap joint concealed beam (4-6) is interlaced；
In the connecting pin of double layer sandwich plate body (4-1) and shear connector concrete inner wall plate (2)：
The top of one end opens up the upper link slot (4-11) that a height is double layer sandwich plate body (4-1) thickness half wherein, Upper link slot (4-11) is parallel with top row concrete connection concealed beam (4-5), and it is double layer sandwich plate body (4- to form height in lower layer 1) the lower joint tongue (4-12) of thickness half；It is double layer sandwich plate body (4-1) to stretch out a height on the top of opposite other end The upper joint tongue (4-9) of thickness half, and form the lower link slot that height is double layer sandwich plate body (4-1) thickness half in lower layer (4-10)；
Setting is uniformly distributed along double layer sandwich plate body (4-1) is several in the intermediate concrete interlayer (4-4), and vertical perpendicular to top layer The transverse steel (4-13) of reinforcing bar (4-17) is connected with bottom longitudinal stress to stress connection reinforcing bar (4-16)；
Top row concrete, which connects, is respectively arranged top layer longitudinal stress connection reinforcing bar (4-16) in concealed beam (4-5), in top layer longitudinal direction The both ends of stress connection reinforcing bar (4-16) connect box (4-18) connection with top surface, and top surface connects the length that box (4-18) is one end open Cube metal box, opening expose the top surface of double layer sandwich plate body (4-1)；Top surface connection box (4-18) setting is opened to Double-layer clamp core Muscle hole (4-15) is worn on the end body (4-1)；Setting bottom longitudinal stress connects steel in bottom row's concrete overlap joint concealed beam (4-6) Muscle (4-17) connect box (4-19) connection with bottom surface at the both ends of bottom longitudinal stress connection reinforcing bar (4-17), and bottom surface connects box (4-19) is the cuboid metal box of one end open, and opening exposes the bottom surface of double layer sandwich plate body (4-1)；Bottom surface connects box (4- 19) setting is opened to wear muscle hole (4-14) under the end double layer sandwich plate body (4-1)；
The double-deck core plate concrete heat-insulating roof boarding A：
Top row concrete connects the corresponding double layer sandwich plate body in end of concealed beam (4-5) and bottom row's concrete overlap joint concealed beam (4-6) (4-1) extends outwardly, and is respectively formed small overlap joint Shear connection tenon (4-21)；Top row concrete connects concealed beam (4-5) and bottom row Corresponding double layer sandwich plate body (4-1) is inwardly taken between concrete overlap joint concealed beam (4-6), is respectively formed sleeper and is reserved notch (4-20)；
The double-deck core plate concrete heat-insulating roof boarding B：
In the corresponding bilayer in end of two side ends top row concrete connection concealed beam (4-5) and bottom row's concrete overlap joint concealed beam (4-6) Sandwich plate body (4-1) extends outwardly, and is respectively formed small overlap joint Shear connection tenon (4-21)；
Become several right and each pair of in intermediate top row concrete connection concealed beam (4-5) and bottom row's concrete overlap joint concealed beam (4-6) Top row concrete connects concealed beam (4-5) and bottom row's concrete overlap joint concealed beam (4-6) and therebetween corresponding Double-layer clamp core The end of body (4-1) extends outwardly, and is respectively formed big overlap joint Shear connection tenon (4-22)；Big overlap joint Shear connection tenon (4-22) Between double layer sandwich plate body (4-1) inwardly take in, be respectively formed sleeper reserve notch (4-20)；
In the connecting pin of double layer sandwich plate body (4-1) and exterior wall：
In the corresponding position of top row concrete connection concealed beam (4-5), outermost side is respectively to connect sleeper to reserve notch (4-23), Between connection sleeper reserves notch (4-23), sleeper is respectively set and reserves notch (4-20)；Sleeper reserves notch (4-20) Corresponding position, the end that top row concrete connects concealed beam (4-5) are short lapping plate end (4-24)；It is dark in the connection of top row concrete Setting top layer longitudinal stress connects reinforcing bar (4-16) in beam (4-5), and top layer longitudinal stress connects the end and top of reinforcing bar (4-16) Face connects box (4-18) and connects, and it is uncovered metal box that top surface, which connects box (4-18), and top surface side is exposed in uncovered side, and top surface connects box The bottom end setting of (4-18) is opened to the screw hole of top row concrete connection end concealed beam (4-5)；
Between the reserved notch (4-23) of connection sleeper and sleeper reserves notch (4-20) and connect sleeper and reserves notch (4-23) Between be long overlap plate end (4-25).
6. dry construction bilayer core plate thermal insulation concrete wallboard according to claim 2 shears keyway arrangements system, special Sign is：The shear connector concrete daughter wallboard (6) includes wall (6-1), horizontal interface end (6-2), the recessed fourth of the twelve Earthly Branches of waterproof outer (6-3), waterproof outer tenon (6-4), intermediate waterproof tenon (6-5), the intermediate recessed fourth of the twelve Earthly Branches of waterproof (6-6), the recessed fourth of the twelve Earthly Branches (6- of moderate soak 7), moderate soak tenon (6-8), interior table heat preservation tenon (6-9), interior table keep the temperature the recessed fourth of the twelve Earthly Branches (6-10), interior row's vertical reinforcement (6-11), Outer row vertically connect reinforcing bar (6-12), horizontal connection reinforcing bar (6-13), vertically connection box (6-14), horizontal connection box (6-15), Center line shears slot (6-16), T shapes shear connector (6-17), longitudinal outer tenon (6-18), longitudinal inner tank mouths (6-19), connection bolt penetration hole (6-20)；
Two horizontal interface ends (6-2) of wall (6-1) are mutually agreed with, and wherein one end is followed successively by the recessed fourth of the twelve Earthly Branches of waterproof outer from outside to inside (6-3), intermediate waterproof tenon (6-5), the recessed fourth of the twelve Earthly Branches of moderate soak (6-7), interior table heat preservation tenon (6-9)；Intermediate waterproof tenon (6-5) It is overhanging tenon with interior table heat preservation tenon (6-9), end is straight, the recessed fourth of the twelve Earthly Branches of waterproof outer (6-3) and the recessed fourth of the twelve Earthly Branches of moderate soak (6-7) It is respectively recessed, bottom flat；It is the recessed fourth of the twelve Earthly Branches of waterproof outer (6-3), intermediate waterproof tenon (6-5), the recessed fourth of the twelve Earthly Branches of moderate soak (6-7), interior It is sloped transition that table, which keeps the temperature tenon (6-9),；The other end is followed successively by waterproof outer tenon (6-4), the recessed fourth of the twelve Earthly Branches (6- of intermediate waterproof respectively 6), moderate soak tenon (6-8), interior table keep the temperature the recessed fourth of the twelve Earthly Branches (6-10)；
In the horizontal connection reinforcing bar (6-13) of the vertical equally distributed level of intermediate setting of wall (6-1), horizontal connection reinforcing bar The both ends of (6-13) respectively connect horizontal connection box (6-15), and horizontal connection box (6-15) is uncovered metal box, uncovered side dew Go out the surface wall (6-1), the connection bolt penetration hole (6-20) for being opened to connecting pin is arranged in horizontal connection box (6-15)；
Row's vertical reinforcement (6-11), outer row vertically connect reinforcing bar (6-12), interior row's vertical reinforcement (6- in setting in wall (6-1) 11) and outer row vertically connects that reinforcing bar (6-12) is vertical and alternate, outer row vertically connect the bottom of reinforcing bar (6-12) with it is perpendicular Direct-connected to connect box (6-14) connection, it is uncovered metal box to connect box (6-14) vertically, and the surface wall (6-1) is exposed in uncovered side, vertically The connection bolt penetration hole (6-20) for being opened to low side is arranged in connection box (6-14)；
The bottom of wall (6-1) opens up longitudinal inner tank mouths (6-19) of rectangle along wall direction, and in connection box (6-14) vertically Corresponding position opens up the center line shearing slot (6-16) of vertical wall (6-1), and it is rectangular notch, center line that center line, which shears slot (6-16), The outside of shearing slot (6-16) forms longitudinal outer tenon (6-18).
CN201810708300.3A 2018-07-02 2018-07-02 Dry construction bilayer core plate thermal insulation concrete wallboard shears keyway arrangements system Withdrawn CN108678273A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110409654A (en) * 2019-07-17 2019-11-05 阜阳市风雅颂生产力促进中心有限责任公司 A kind of assembled architecture secondary waterproof wallboard connecting structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110409654A (en) * 2019-07-17 2019-11-05 阜阳市风雅颂生产力促进中心有限责任公司 A kind of assembled architecture secondary waterproof wallboard connecting structure

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