CN108678149A - The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard - Google Patents

The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard Download PDF

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Publication number
CN108678149A
CN108678149A CN201810706760.2A CN201810706760A CN108678149A CN 108678149 A CN108678149 A CN 108678149A CN 201810706760 A CN201810706760 A CN 201810706760A CN 108678149 A CN108678149 A CN 108678149A
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CN
China
Prior art keywords
sleeper
concrete
shear connector
row
wallboard
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CN201810706760.2A
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Chinese (zh)
Inventor
张延年
徐厚生
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Priority to CN201810706760.2A priority Critical patent/CN108678149A/en
Publication of CN108678149A publication Critical patent/CN108678149A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04Structures 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
    • E04B1/043Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections 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
    • E04B1/6125Connections 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

Abstract

The present invention provides the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, belongs to building structure technology field.The flute profile lapping plate end of irregular tooth socket concrete precast floor is positioned on dry construction bilayer core plate sleeper shear connector assembly concrete wallboard and mutually agrees with flute profile overlap joint mouth;Several connection bolts pass through floor connecting screw hole by the wallboard installing port of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard respectively and enter the connection box of irregular tooth socket concrete precast floor, are connected using coupling nut.The present invention uses dry construction, simplifies construction;Connection is reliable, good integrity, and there is superior anti-seismic performance, rigidity to be obviously improved, and it is integrated with going along with sb. to guard him etc. to realize load-bearing.It solves the problems, such as the shearing strength at intersection ability wretched insufficiency of assembly concrete structure entirely, and has both effectively cut off heat bridge, in turn ensure that the globality of wallboard, stress performance, heat-insulating property, durability are significantly increased.

Description

The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard
Technical field
The invention belongs to building structure technology fields, are related to a kind of building energy conservation wall, are adopted more particularly to energy saving building The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard.
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.
With the quickening of China " building industrialization, housing industrialization " process and constantly subtracting for China's " demographic dividend " Less, the appearance of building trade recruitment famine, the trend of housing industry industrialization are increasingly apparent.The application weight of prefabricated concrete structure Newly become current research hot spot, all parts of the country continue to bring out out new technology, the new model of residential housing prefabricated concrete structure. Precast reinforced concrete structure is one of the important directions of China's building structure development, it is conducive to China's building industrialization Development, raising production efficiency is energy saving, develops Green environmental-protection building, and is conducive to improve and 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.
1, goal of the invention:
The purpose of the present invention is to provide the wallboard wall connecting nodes of dry construction bilayer core plate thermal insulation concrete wallboard, 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:
The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, irregular tooth socket concrete precast floor difference It is overlapped with upper and lower two pieces of dry constructions bilayer core plate sleeper shear connector assembly concrete wallboard;
The flute profile lapping plate end of irregular tooth socket concrete precast floor rides over dry construction bilayer core plate sleeper shear connector assembled On the flute profile shearing overlap joint mouth of concrete panel, and flute profile lapping plate end shears overlap joint mouth with flute profile and mutually agrees with;Irregular tooth socket is mixed The L-shaped lapping plate end of solidifying soil precast floor slab rides over the L-shaped of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard On shearing overlap joint mouth, and L-shaped lapping plate end shears overlap joint mouth with L-shaped and mutually agrees with;
Interior row's sleeper deep trouth of irregular tooth socket concrete precast floor is mixed with dry construction bilayer core plate sleeper shear connector assembled Interior row's sleeper top shear connector of solidifying cob wall plate mutually agrees with;Outer row's sleeper shallow slot of irregular tooth socket concrete precast floor is applied with dry type Outer row's sleeper top shear connector of work bilayer core plate sleeper shear connector assembly concrete wallboard mutually agrees with;
Interior row's sleeper top shear connector of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard, outer row's sleeper top are cut The top surface that power key, connection sleeper top shear connector, the high shutter of outdoor concrete, outer layer keep the temperature high shutter flushes, and than ginseng The plate top high 200-300mm of plane of poor tooth socket concrete precast floor;
Several connection bolts are respectively by wall-plate installing port of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard Connection box across floor connecting screw hole and into irregular tooth socket concrete precast floor, it is using coupling nut that dry construction is double Layer core plate sleeper shear connector assembly concrete wallboard is connect with irregular tooth socket concrete precast floor;
The dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top interior row's sleeper bottom shearing slot respectively with Interior row's sleeper top shear connector of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part mutually agrees with;
The dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top outer row's sleeper bottom shearing slot respectively with Outer row's sleeper top shear connector of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part, connection sleeper top Shear connector mutually agrees with;
The interior row bottom shear connector of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top is respectively under The low overlap joint mouth of indoor concrete of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard in portion mutually agrees with;
The middle row bottom shear connector of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top is respectively under The thick middle concrete interface card slot of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard in portion mutually agrees with;
The outer row of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard of lower part vertically connects reinforcing bar, interior row erects The outer placing of reinforcement of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard on top is respectively penetrated to connection reinforcing bar Connection box connects box with interior placing of reinforcement, and uses coupling nut by wall connecting.
Further, the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard include heat preservation plate body, Indoor concrete face layer, outdoor concrete topping, thick middle concrete layer, interior row's sleeper, outer row's sleeper, connection sleeper, outer layer Thermal insulation board, seam thermal insulation board, intermediate bar-mat reinforcement, interior row's sleeper top shear connector, outer row's sleeper top shear connector, connects internal layer thermal insulation board Connect the low overlap joint mouth of sleeper top shear connector, indoor concrete, the high shutter of outdoor concrete, thick middle concrete interface card slot, outer Layer keeps the temperature high shutter, internal layer keeps the temperature low overlap joint mouth, seam keeps the temperature low overlap joint mouth, interior row's sleeper bottom shears slot, interior row bottom is cut Power key, outer row's sleeper bottom shearing slot, middle row bottom shear connector, flute profile shearing overlap joint mouth, L-shaped shearing overlap joint mouth, waterproof outer are recessed The fourth of the twelve Earthly Branches, waterproof outer tenon, intermediate waterproof tenon, the recessed fourth of the twelve Earthly Branches of intermediate waterproof, the recessed fourth of the twelve Earthly Branches of moderate soak, moderate soak tenon, the heat preservation of interior table Tenon, interior table keep the temperature that the recessed fourth of the twelve Earthly Branches, outer row vertically connects reinforcing bar, interior row vertically connects reinforcing bar, horizontal connection reinforcing bar, coupling nut, interior Placing of reinforcement connects box, outer placing of reinforcement connection box, horizontal reinforcement connection box, floor connecting screw hole, horizontal connection bolt penetration hole, wall The orthogonal attaching nut's installing port of orthogonal connecting screw hole, wall, wall-plate installing port, which is characterized in that
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 coupling 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 coupling 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 thick middle concrete layer forms middle row bottom shear connector between arranging sleeper bottom shearing slot outside;
The height of interior row's sleeper top shear connector, outer row's sleeper top shear connector and connection sleeper top shear connector is respectively interior row's sleeper Bottom shears slot or the outer height for arranging sleeper bottom shearing slot adds the thickness of floor;
The horizontal connection reinforcing bar of several horizontal homogeneous distributions is set in thick middle concrete layer, 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;
Row's wall is opened up from top to bottom on the interior row's sleeper being connect with dry construction sleeper shear connector assembly concrete wallboard The orthogonal connecting screw hole of body, outdoors side correspond to the position of the orthogonal connecting screw hole of wall and open up wall orthogonal attaching nut installation Mouthful, the depth of the orthogonal attaching nut's installing port of wall to interior row's sleeper.
Further, the irregular tooth socket concrete precast floor includes floor plate body, interior row's sleeper deep trouth, outer row's sleeper Shallow slot, interface sleeper shallow slot, flute profile lapping plate end, L-shaped lapping plate end, connection box, connection reinforcing bar;
Irregular tooth socket concrete precast floor generally rectangle, two of which opposite side are concordant port, other two opposite side is set Alternate irregular tooth socket is set, wherein being interface sleeper shallow slot at both ends, several, which are arranged, between interface sleeper shallow slot is uniformly distributed Outer row's sleeper shallow slot, the depth all same of interface sleeper shallow slot and outer row's sleeper shallow slot is dark in interface sleeper shallow slot and outer row Interior row's sleeper deep trouth is respectively provided between column shallow slot and between outer row's sleeper shallow slot, the depth of interior row's sleeper deep trouth is outer row's sleeper 2 times of shallow slot depth;
Interior row's sleeper deep trouth, outer row's sleeper shallow slot, the interface sleeper shallow slot being arranged on two sides of alternate irregular tooth socket are divided equally It does not correspond;Outer row's sleeper shallow slot, interface sleeper shallow slot corresponding internal floor plate body respectively open up connection box, connection Reinforcing bar is respectively by corresponding two connection box connections, and connection box is uncovered metal box, and uncovered side is revealed to top side, and box is connected The screw hole for being opened to both ends is arranged in bottom end.
Further, the seam thermal insulation board exposes plate body, the seam thermal insulation board phase contract at both ends in the both sides of heat preservation plate body It closes, the end face of the half to one times of seam thermal insulation board is splay end mouth, angle of inclination and the recessed fourth of the twelve Earthly Branches of moderate soak or intermediate guarantor The bevel edge angle of the isosceles trapezoid of warm tenon is consistent.
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 the wallboard wall connecting node elevational schematic view of dry construction bilayer core plate thermal insulation concrete wallboard.
Fig. 2 is wall-plate connecting node floor map of dry construction bilayer core plate thermal insulation concrete wallboard.
Fig. 3 is side elevational schematic view in dry construction bilayer core plate sleeper shear connector assembly concrete wallboard room.
Fig. 4 is side elevational schematic view outside dry construction bilayer core plate sleeper shear connector assembly concrete wallboard room.
Fig. 5 is dry construction bilayer core plate sleeper shear connector assembly concrete wallboard side elevation schematic diagram.
Fig. 6 is dry construction bilayer core plate sleeper shear connector assembly concrete wallboard schematic top plan view.
Fig. 7 is the A-A diagrammatic cross-sections of Fig. 3.
Fig. 8 is irregular tooth socket concrete precast floor floor map.
In figure, 1 is dry construction bilayer core plate sleeper shear connector assembly concrete wallboard;2 be connection bolt;3 be ginseng Poor tooth socket concrete precast floor floor map;4 be coupling nut.
1-1 is 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 coupling 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.
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 sleeper shallow slot; 3-5 is flute profile lapping plate end;3-6 is L-shaped lapping plate end;3-7 is connection box;3-8 is connection reinforcing bar.
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.
Dry construction bilayer core plate sleeper shear connector assembly concrete wallboard proposed by the present invention is as shown in Fig. 1 ~ Fig. 8.
The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, irregular tooth socket concrete precast floor 3 overlap with upper and lower two pieces of dry constructions bilayer core plate sleeper shear connector assembly concrete wallboard 1 respectively;
The flute profile lapping plate end 3-5 of irregular tooth socket concrete precast floor 3 rides over dry construction bilayer core plate sleeper shear connector dress On flute profile shearing overlap joint mouth 1-25 with formula concrete panel 1, and flute profile lapping plate end 3-5 shears overlap joint mouth 1-25 phases with flute profile Agree with;The L-shaped lapping plate end 3-6 of irregular tooth socket concrete precast floor 3 rides over dry construction bilayer core plate sleeper shear connector dress On L-shaped shearing overlap joint mouth 1-26 with formula concrete panel 1, and L-shaped lapping plate end 3-6 shears overlap joint mouth 1-26 phase contracts with L-shaped It closes;
Interior row's sleeper deep trouth 3-2 of irregular tooth socket concrete precast floor 3 is assembled with dry construction bilayer core plate sleeper shear connector Interior row's sleeper top shear connector 1-12 phases of formula concrete panel 1 are agreed with;Outer row's sleeper of irregular tooth socket concrete precast floor 3 is shallow Outer row's sleeper top shear connector 1-13 phase contracts of slot 3-3 and dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 It closes;
Interior row's sleeper top shear connector 1-12, the outer row of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 are dark Capital shear connector 1-13, connection sleeper top shear connector 1-14, the high shutter 1-16 of outdoor concrete, outer layer keep the temperature high shutter 1- 18 top surface flushes, and higher 200-300mm than the plate top plane of irregular tooth socket concrete precast floor 3;
Several connection bolts 2 are installed by the wall of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1-plate respectively Mouth 1-46 passes through floor connecting screw hole 1-42 and enters the connection box 3-7 of irregular tooth socket concrete precast floor 3, using connection spiral shell Cap 4 connects dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 with irregular tooth socket concrete precast floor 3 It connects;
1-21 points of interior row's sleeper bottom shearing slot of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top Not with interior row's sleeper top shear connector 1-12 phases of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part Agree with;
1-23 points of outer row's sleeper bottom shearing slot of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top Not with outer row's sleeper top shear connector 1-13 of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part, Connection sleeper top shear connector 1-14 phases are agreed with;
The interior row bottom shear connector 1-22 of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top distinguishes With the low overlap joint mouth 1-15 phases of indoor concrete of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part Agree with;
The middle row bottom shear connector 1-24 of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 on top distinguishes With the thick middle concrete interface card slot 1-17 of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part Mutually agree with;
The outer row of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 of lower part vertically connect reinforcing bar 1-35, Interior row vertically connects the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard 1 that reinforcing bar 1-36 respectively penetrates top Outer placing of reinforcement connection box 1-40 connect box 1-39 with interior placing of reinforcement, and use coupling nut 1-38 is by wall connecting.
The dry construction bilayer core plate sleeper shear connector assembly concrete wallboard is mixed including heat preservation plate body 1-1, interior Solidifying soil face layer 1-2, outdoor concrete topping 1-3, thick middle concrete layer 1-4, interior row's sleeper 1-5, outer row's sleeper 1-6, connection Sleeper 1-7, outer layer thermal insulation board 1-8, internal layer thermal insulation board 1-9, seam thermal insulation board 1-10, intermediate bar-mat reinforcement 1-11, 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, the low overlap joint mouth 1-15 of indoor concrete, The high shutter 1-16 of outdoor concrete, thick middle concrete interface card slot 1-17, outer layer keep the temperature high shutter 1-18, internal layer heat preservation Low overlap joint mouth 1-19, seam keep the temperature low overlap joint mouth 1-20, interior row's sleeper bottom shearing slot 1-21, interior row bottom shear connector 1-22, outside Row's sleeper bottom shearing slot 1-23, middle row bottom shear connector 1-24, flute profile shearing overlap mouth 1-25, L-shaped shearing overlaps mouth 1-26, outer The recessed fourth of the twelve Earthly Branches 1-27 of layer waterproof, waterproof outer tenon 1-28, intermediate waterproof tenon 1-29, the recessed fourth of the twelve Earthly Branches 1-30 of intermediate waterproof, moderate soak are recessed Fourth of the twelve Earthly Branches 1-31, moderate soak tenon 1-32, interior table heat preservation tenon 1-33, interior table keeps the temperature recessed fourth of the twelve Earthly Branches 1-34, outer row vertically connects reinforcing bar 1- 35, interior row vertically connects reinforcing bar 1-36, horizontal connection reinforcing bar 1-37, coupling nut 1-38, interior placing of reinforcement connection box 1-39, outer row Bar connecting box 1-40, horizontal reinforcement connection box 1-41, floor connecting screw hole 1-42, horizontal connection bolt penetration hole 1-43, wall The orthogonal attaching nut's installing port 1-45 of orthogonal connecting screw hole 1-44, wall, wall-plate installing port 1-46, which is characterized in that
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 and outdoor concrete topping 1-3 outer row's sleeper 1-6 is collectively formed, formed in top stretching wallboard top surface Outer row's 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 total With connection sleeper 1-7 is formed, stretches out wallboard top surface on top and form connection sleeper top shear connector 1-14;Outer row's sleeper top shear connector The vertically floor connecting screw hole 1-42 with wallboard direction is opened up respectively on 1-13 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 Nut 1-38 is met, 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 coupling 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 forms middle row bottom shear connector 1-24 between 1-23;
The height of interior row's sleeper top shear connector 1-12, outer row's sleeper top shear connector 1-13 and connection sleeper top shear connector 1-14 are divided equally Not Wei interior row's sleeper bottom shear slot 1-21 or outer row's sleeper bottom and shear the height of slot 1-23 and add the thickness of floor;
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;
One is opened up from top to bottom on the interior row's sleeper 1-5 being connect with dry construction sleeper shear connector assembly concrete wallboard 1 The orthogonal connecting screw hole 1-44 of wall is arranged, side corresponds to the position of the orthogonal connecting screw hole 1-44 of wall and opens up the positive commissure of wall outdoors The depth of connected nut installing port 1-45, the orthogonal attaching nut's installing port 1-45 of wall are to interior row's sleeper 1-5.
The irregular tooth socket concrete precast floor 3 is shallow including floor plate body 3-1, interior row's sleeper deep trouth 3-2, outer row's sleeper Slot 3-3, interface sleeper shallow slot 3-4, flute profile lapping plate end 3-5, L-shaped lapping plate end 3-6, connection box 3-7, connection reinforcing bar 3-8;
The generally rectangle of irregular tooth socket concrete precast floor 3, two of which opposite side are concordant port, other two opposite side is set Alternate irregular tooth socket is set, wherein being interface sleeper shallow slot 3-4 at both ends, several are set between interface sleeper shallow slot 3-4 Outer row's sleeper shallow slot 3-3 of even distribution, the depth all same of interface sleeper shallow slot 3-4 and outer row's sleeper shallow slot 3-3 are dark in interface It is respectively provided with interior row's sleeper deep trouth 3-2 between column shallow slot 3-4 and outer row's sleeper shallow slot 3-3 and between outer row's sleeper shallow slot 3-3, it is interior The depth for arranging sleeper deep trouth 3-2 is 2 times of outer row's sleeper shallow slot 3-3 depth;
Interior row's sleeper deep trouth 3-2, outer row's sleeper shallow slot 3-3, the interface sleeper being arranged on two sides of alternate irregular tooth socket are shallow Slot 3-4 is respectively corresponded;Outer row's sleeper shallow slot 3-3, interface sleeper shallow slot 3-4 it is corresponding inside floor plate body 3-1 it is equal Connection box 3-7 is opened up respectively, and connection reinforcing bar 3-8 connects box 3-7 connections by corresponding two respectively, and connection box 3-7 is uncovered gold Belong to box, uncovered side dew to top side, the bottom end setting of connection box 3-7 is opened to the screw hole at both ends.
The seam thermal insulation board 1-10 exposes plate body, the seam thermal insulation board 1-10 phases at both ends in the both sides of heat preservation plate body 1-1 Agree with, 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 The bevel edge angle of the isosceles trapezoid of 31 or moderate soak tenon 1-32 is consistent.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered It is considered as protection scope of the present invention.

Claims (4)

1. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard, which is characterized in that irregular tooth socket coagulation Native precast floor slab (3) is taken with upper and lower two pieces of dry constructions bilayer core plate sleeper shear connector assembly concrete wallboard (1) respectively It connects;
The flute profile lapping plate end (3-5) of irregular tooth socket concrete precast floor (3) rides over dry construction bilayer core plate sleeper shearing On the flute profile shearing overlap joint mouth (1-25) of key assembly concrete wallboard (1), and flute profile lapping plate end (3-5) is taken with flute profile shearing Interface (1-25) mutually agrees with;The L-shaped lapping plate end (3-6) of irregular tooth socket concrete precast floor (3) rides over dry construction bilayer On L-shaped shearing overlap joint mouth (1-26) of core plate sleeper shear connector assembly concrete wallboard (1), and L-shaped lapping plate end (3-6) with L-shaped shearing overlap joint mouth (1-26) mutually agrees with;
Interior row's sleeper deep trouth (3-2) of irregular tooth socket concrete precast floor (3) and dry construction bilayer core plate sleeper shear connector Interior row's sleeper top shear connector (1-12) of assembly concrete wallboard (1) mutually agrees with;Irregular tooth socket concrete precast floor (3) Outer row's sleeper top of outer row's sleeper shallow slot (3-3) and dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) Shear connector (1-13) mutually agrees with;
It is interior row's sleeper top shear connector (1-12) of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1), outer Arrange sleeper top shear connector (1-13), connection sleeper top shear connector (1-14), the outdoor high shutter of concrete (1-16), outer layer heat preservation The top surface of high shutter (1-18) flushes, and the plate top plane than irregular tooth socket concrete precast floor (3) is high 200- 300mm;
Several connection bolts (2) are respectively by wall-plate of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) Installing port (1-46) passes through floor connecting screw hole (1-42) and enters the connection box (3- of irregular tooth socket concrete precast floor (3) 7), using coupling nut (4) that dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) and irregular tooth socket is mixed Solidifying soil precast floor slab (3) connects;
Interior row's sleeper bottom shearing slot (1- of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top 21) it is sheared respectively with interior row's sleeper top of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part Key (1-12) mutually agrees with;
Outer row's sleeper bottom shearing slot (1- of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top 23) it is sheared respectively with outer row's sleeper top of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part Key (1-13), connection sleeper top shear connector (1-14) mutually agree with;
The interior row bottom shear connector (1-22) of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top Overlap joint mouth low with the indoor concrete of dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part respectively (1-15) mutually agrees with;
The middle row bottom shear connector (1-24) of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) on top Respectively with the thick middle concrete interface card of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part Slot (1-17) mutually agrees with;
The outer row of the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard (1) of lower part vertically connects reinforcing bar (1- 35), interior row vertically connects the dry construction bilayer core plate sleeper shear connector assembled coagulation that reinforcing bar (1-36) respectively penetrates top The outer placing of reinforcement connection box (1-40) of cob wall plate (1) connects box (1-39) with interior placing of reinforcement, and will using coupling nut (1-38) Wall connecting.
2. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard according to claim 1, special Sign is that the dry construction bilayer core plate sleeper shear connector assembly concrete wallboard is mixed including heat preservation plate body (1-1), interior Solidifying soil face layer (1-2), outdoor concrete topping (1-3), thick middle concrete layer (1-4), interior row's sleeper (1-5), outer row's sleeper (1-6), connection sleeper (1-7), outer layer thermal insulation board (1-8), internal layer thermal insulation board (1-9), seam thermal insulation board (1-10), intermediate reinforcing bar Net (1-11), 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), the low overlap joint mouth (1-15) of indoor concrete, the outdoor high shutter of concrete (1-16), thick middle concrete interface card slot (1- 17), outer layer keeps the temperature high shutter (1-18), internal layer keeps the temperature low overlap joint mouth (1-19), seam keeps the temperature low overlap joint mouth (1-20), interior row Sleeper bottom shears slot (1-21), interior row bottom shear connector (1-22), outer row's sleeper bottom shearing slot (1-23), middle row bottom shear connector (1-24), flute profile shearing overlap joint mouth (1-25), L-shaped shearing overlap joint mouth (1-26), the recessed fourth of the twelve Earthly Branches of waterproof outer (1-27), waterproof outer are convex Tenon (1-28), intermediate waterproof tenon (1-29), the intermediate recessed fourth of the twelve Earthly Branches of waterproof (1-30), the recessed fourth of the twelve Earthly Branches of moderate soak (1-31), moderate soak are convex Tenon (1-32), interior table heat preservation tenon (1-33), interior table keep the temperature the recessed fourth of the twelve Earthly Branches (1-34), outer row vertically connects reinforcing bar (1-35), interior row is perpendicular To connection reinforcing bar (1-36), horizontal connection reinforcing bar (1-37), coupling nut (1-38), interior placing of reinforcement connection box (1-39), outer row Bar connecting box (1-40), horizontal reinforcement connection box (1-41), floor connecting screw hole (1-42), horizontal connection bolt penetration hole (1- 43), the orthogonal attaching nut's installing port (1-45) of the orthogonal connecting screw hole of wall (1-44), wall, wall-plate installing port (1-46), It is characterized in that,
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 is are respectively seam thermal insulation board (1-10), if centre is Dry 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 Concrete rib, thick middle concrete layer between (1-10) and internal layer thermal insulation board (1-9) and between internal layer thermal insulation board (1-9) Interior row's sleeper (1-5) is collectively formed in (1-4) and indoor concrete face layer (1-2), and it is dark to form interior row in top stretching wallboard top surface Capital shear connector (1-12);
Outer layer insulating layer is distributed by several outer layer 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 Coupling 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 coupling 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, thick middle concrete layer (1-4) arranges bottom shear connector (1- in being formed between row's sleeper bottom shearing slot (1-23) outside 24);
The height of interior row's sleeper top shear connector (1-12), outer row's sleeper top shear connector (1-13) and connection sleeper top shear connector (1-14) The height that degree respectively shears slot (1-23) for interior row's sleeper bottom shearing slot (1-21) or outer row's sleeper bottom adds the thickness of floor;
The horizontal connection reinforcing bar (1-37) of several horizontal homogeneous distributions of setting in thick middle concrete layer (1-4), at its both ends It is all connected with horizontal reinforcement connection box (1-41), it is uncovered 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;
It is opened from top to bottom on the interior row's sleeper (1-5) being connect with dry construction sleeper shear connector assembly concrete wallboard (1) If the orthogonal connecting screw hole (1-44) of row's wall, side corresponds to the position of the orthogonal connecting screw hole of wall (1-44) and opens up wall outdoors The orthogonal attaching nut's installing port (1-45) of body, the depth of the orthogonal attaching nut's installing port (1-45) of wall to interior row's sleeper (1-5).
3. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard according to claim 1, special Sign is that the irregular tooth socket concrete precast floor (3) includes floor plate body (3-1), interior row's sleeper deep trouth (3-2), outer row Sleeper shallow slot (3-3), interface sleeper shallow slot (3-4), flute profile lapping plate end (3-5), L-shaped lapping plate end (3-6), connection box (3- 7), connection reinforcing bar (3-8);
Irregular tooth socket concrete precast floor (3) generally rectangle, two of which opposite side are concordant port, other two opposite side The alternate irregular tooth socket of setting, wherein be interface sleeper shallow slot (3-4) at both ends, interface sleeper shallow slot (3-4) if between be arranged Dry equally distributed outer row's sleeper shallow slot (3-3), interface sleeper shallow slot (3-4) and the depth of outer row's sleeper shallow slot (3-3) are equal It is identical, it is all provided between interface sleeper shallow slot (3-4) and outer row's sleeper shallow slot (3-3) and between outer row's sleeper shallow slot (3-3) Interior row's sleeper deep trouth (3-2) is set, the depth of interior row's sleeper deep trouth (3-2) is 2 times of outer row's sleeper shallow slot (3-3) depth;
It is dark that interior row's sleeper deep trouth (3-2) on two sides of alternate irregular tooth socket, outer row's sleeper shallow slot (3-3), interface are set Column shallow slot (3-4) respectively corresponds;Outer row's sleeper shallow slot (3-3), interface sleeper shallow slot (3-4) it is corresponding inside floor Plate body (3-1) respectively opens up connection box (3-7), and connection reinforcing bar (3-8) respectively connects corresponding two connection boxes (3-7), It is uncovered metal box to connect box (3-7), and uncovered side dew to top side, the spiral shell for being opened to both ends is arranged in the bottom end of connection box (3-7) Hole.
4. the wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard according to claim 2, special Sign is that the seam thermal insulation board (1-10) exposes plate body, the seam thermal insulation board (1- at both ends in the both sides of heat preservation plate body (1-1) 10) mutually agree with, the end face of the half to one times of seam thermal insulation board (1-10) is splay end mouth, angle of inclination and moderate soak The bevel edge angle of the isosceles trapezoid of the recessed fourth of the twelve Earthly Branches (1-31) or moderate soak tenon (1-32) is consistent.
CN201810706760.2A 2018-07-02 2018-07-02 The wallboard wall connecting node of dry construction bilayer core plate thermal insulation concrete wallboard Withdrawn CN108678149A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112343207A (en) * 2020-11-19 2021-02-09 郑进 Assembled wallboard with lifting function for building and using method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112343207A (en) * 2020-11-19 2021-02-09 郑进 Assembled wallboard with lifting function for building and using method thereof

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Application publication date: 20181019