CN106223532A - Assembly concrete entirety is without heat bridge wallboard - Google Patents
Assembly concrete entirety is without heat bridge wallboard Download PDFInfo
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- CN106223532A CN106223532A CN201610692710.4A CN201610692710A CN106223532A CN 106223532 A CN106223532 A CN 106223532A CN 201610692710 A CN201610692710 A CN 201610692710A CN 106223532 A CN106223532 A CN 106223532A
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- 239000004567 concrete Substances 0.000 title claims abstract description 82
- 241001669679 Eleotris Species 0.000 claims abstract description 162
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 107
- 238000009413 insulation Methods 0.000 claims abstract description 45
- 239000003351 stiffener Substances 0.000 claims abstract description 14
- 239000002689 soil Substances 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 description 25
- 238000013461 design Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 7
- 238000011161 development Methods 0.000 description 5
- 230000015271 coagulation Effects 0.000 description 4
- 238000005345 coagulation Methods 0.000 description 4
- 239000011178 precast concrete Substances 0.000 description 4
- 238000009417 prefabrication Methods 0.000 description 4
- 238000011160 research Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- -1 electricity Substances 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
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Classifications
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- 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
-
- 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
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
Assembly concrete entirety is without heat bridge wallboard, and including interior row's sleeper, outer row's sleeper, interior row's heat-insulation layer, outer row's heat-insulation layer, inner concrete layer, outer concrete layer, middle concrete layer, interior row vertically connects reinforcing bar, outer row vertically connects reinforcing bar, stiffener, moistureproof be incubated trapezoidal mouth, interior exclusive stretch connection sleeper, outer exclusive stretch connection sleeper；Interior row's sleeper is the most uniformly crisscross arranged with described outer row's sleeper, is provided with the disconnected reinforcing bar of middle row between interior row's sleeper and described outer row's sleeper；Interior row's sleeper is internally provided with interior row's heat-insulation layer, and outer row's sleeper is internally provided with outer row's heat-insulation layer；The center line of interior row's heat-insulation layer aligns with the center line of interior row's sleeper setting, and the center line of outer row's heat-insulation layer aligns with the center line of outer row's sleeper setting；Overall coordination performance of the present invention is good, and energy-efficient performance is high, uses entirety without heat bridge technology and to strengthen sleeper system, it is possible to effectively to cut off heat bridge, have good heat-insulating property.
Description
Technical field
The invention belongs to technical field of buildings, particularly relate to a kind of assembly concrete entirety without heat bridge wallboard.
Background technology
Assembly concrete building refers to the concrete prefabricated element based on factorial praluction. by site-assembled side
The xoncrete structure class building construction of formula design-build.At present, the assembly method of component waters overlapping layers coagulation after typically having scene
Pouring concrete connections etc. after soil, Bar Anchorage, bar connecting can use sleeve grouting to connect, weld, be mechanically connected and preformed hole
The ways such as hole overlap joint connection.The eighties in 20th century, at the prefabricated big plate house that China is popular, due to structural integrity
, there is many structural safety and the normal hidden danger used and defects of affecting in the reasons such as difference, seepage, cracks on floor slab, the most on-the-spot
Pouring concrete structure is replaced, but along with the application of the most emerging prefabricated concrete structure, introduces the most in recent years
Many advanced foreign technologies, domestic prefabricated concrete structure is built new technique and is just gradually formed.
Along with China's " building industrialization, housing industrialization " quickening of process and constantly subtracting of China " demographic dividend "
Less, the waste appearance of building trade recruitment, the trend of housing industry industrialization is the most obvious.The application weight of prefabricated concrete structure
Newly become current research focus；All parts of the country continue to bring out out the new technique of residential housing prefabricated concrete structure, new model.
Precast reinforced concrete structure is one of important directions of China's building structure development, and it is conducive to China's building industrialization
Development, improves production efficiency and saves the energy, develops Green environmental-protection building, and is conducive to improving and ensureing construction engineering quality.
Compared with cast-in-place construction method, assembled reinforced concrete structure is conducive to green construction, because fabricated construction more can meet green construction
Save land, energy-conservation, material-saving, the requirement such as water saving and environmental conservation, reduce the negative effect to environment, including reducing noise, preventing from raising
Resource and the energy such as dirt, minimizing environmental pollution, cleaning transport, the interference of minimizing place, saving water, electricity, material, it then follows sustainable development
The principle of exhibition.And, fabricated construction can complete multiple or whole operations of engineering the most in order, thus reduce and march into the arena
Engineering machinery kind and quantity, eliminate procedure connection rest the time, it is achieved interchange operation, reduce workmen, from
And improve work efficiency, reduce supplies consumption, minimizing environmental pollution, provide safeguard for green construction.It addition, fabricated construction is bigger
Reduce building waste (accounting for 30%-the 40% of municipal refuse total amount) in degree, such as steel scrap muscle, waste iron wire, useless bamboo timber, discard
Concrete etc..
Assembly concrete building can be divided into full assembling and part assembling two big classes according to assemblingization degree height.Full assembling
Building is generally limited to low layer or the relatively low tier building of requirements for fortification against earthquake；Part assembling concrete construction main member is general
Use prefabricated components, connected by cast-in-place concrete at the scene, form the building of cast in place and precast construction.
North America region is mainly based on America & Canada. owing to prefabricated/prestressed concrete association (PCI) studies for a long period of time
With popularization pre-cast building, the Specification of precast concrete is the most perfect. so its assembly concrete Application in Building is non-
The most universal；The pre-cast building of North America mainly includes building prefabrication exterior wall and the big series of structure prefabricated components two, being total to of prefabricated components
It is that maximization combines with prestressing force with feature. structural reinforcement and connecting structure can be optimized, reduce and make and installation workload, contracting
The short Yi work duration, fully demonstrate industrialization, standardization and Technical Economy feature.In 20th century, the pre-cast building of North America is main
For low layer non-antidetonation fortified defence area.Due to the earthquake effect in area, California, pay much attention to antidetonation and on the middle and senior level prefabricated in recent years
The engineer applied technical research of structure.PCI has published " precast concrete Aseismic Design " book recently, from theory and practice
Analyzing the Aseismic Design problem of pre-cast building, the up-to-date section summarizing many precast construction Aseismic Design is ground into angle system
Really, to instructing precast construction design and engineer applied popularization to have the strongest directive significance.
Europe is the cradle of pre-cast building, has begun to the road of building industrialization as far back as the 17th century.The world is big for the second time
After the war, due to human resources shortage, Europe further research and probe building industrialization pattern.The most economically developed north
Europe, West Europe, or Eastern Europe underdeveloped, the most all in the design and construction side actively carrying out prefabrication and assembly construction concrete construction
Formula.Have accumulated the design and construction experience of many pre-cast buildings, define various special precast building system and standardized general
Pre-manufactured product series, and worked out a series of precast concrete engineering specification and application manual, to promoting precast concrete entirely
The application in the world serves very important effect.
Japan and Korea S have used for reference the successful experience of America and Europe, on the basis of the standardized designs construction exploring pre-cast building,
In conjunction with oneself requirement, in terms of precast construction system globality antidetonation and shock design, achieve breakthrough.There is representative
Property achievement be the Tokyo Tower of two 58 floor that uses that prefabrication and assembly construction frame structure is built up for 2008 of Japan.Meanwhile, Japan is pre-
Concrete construction System Design processed, making and the standard criterion constructed is the most perfect, currently used prefabricated specification has " prefabricated mixed
Solidifying geotechnique's journey } (JASSl0) and " concrete curtain wall) (JASSl4).
China from the sixties in 20th century five begin one's study assembly concrete building design and construction technology, define one
Series assembly concrete building system, more typical building system has assembled single storey industry workshop building system, assembling
Formula multistory frame building system, assembled large panel building system etc..Application to the assembly concrete building eighties in 20th century
Reach the period of full bloom, the much local assembly concrete industry all defining design, making and construction and installation integration in the whole nation
Change architectural mode. the masonry building of assembly concrete building and employing prefabricated hollow floor becomes two kinds of topmost building bodies
System, application popularization rate reaches more than 70%.Owing to function and the physical property of assembled architecture exist many limitations and deficiency, China
Assembly concrete architectural design and construction technology R & D Level also do not catch up with social need and Building technology development change,
To the mid-90 in 20th century, assembly concrete building is the most gradually replaced by full cast-in-place concrete building system, at present except dress
Join formula single storey industry workshop building system application wide outside.The engineer applied of other prefabrication systems is few.In advance
The globality of structural seismic processed and the specialized research of management in design and operation not, cause its Technical Economy poor, cause pre-
Structure processed is chronically at the stagnant state stopped.For this reason, it is necessary to the stress performance for existing building existence is poor, poor seismic behavior
Shortcoming carries out the systematic research and development of industrialization, makes China's building industry really realize the green of overall process, capable of circulation, sustainable.
Summary of the invention
It is an object of the invention to provide a kind of assembly concrete entirety without heat bridge wallboard, mainly solve assembly concrete three
The overall coordination performance of Mingzhi's body of wall, improves energy-efficient performance, uses entirety without heat bridge technology and to strengthen sleeper system, significantly improves
Anti-seismic performance, and connector quantity is greatly reduced, simplify construction, be obviously improved its industrialization efficiency, promote China's assembled to mix
Solidifying soil high residential building industrialized development process, reduces resource and energy resource consumption.
The present invention is achieved through the following technical solutions: a kind of assembly concrete entirety without heat bridge wallboard, including
Interior row's sleeper, outer row's sleeper, interior row's heat-insulation layer, outer row's heat-insulation layer, inner concrete layer, outer concrete layer, middle concrete layer, interior row
Vertically connect reinforcing bar, outer row vertically connects reinforcing bar, stiffener, moistureproof be incubated trapezoidal mouth, the interior exclusive connection sleeper, outer exclusive stretched
Stretch connection sleeper, inside and outside interior receipts connects sleeper, receives in outer row and connect sleeper, end and vertically connect reinforcing bar, end stiffener, interior
Arrange disconnected reinforcing bar, the disconnected reinforcing bar of outer row, the disconnected reinforcing bar of middle row, internal drainage flat connection reinforcing bar, outer row of horizontal connection reinforcing bar；
Described interior row's sleeper is the most uniformly crisscross arranged with described outer row's sleeper, and described interior row's sleeper and described outer row's sleeper it
Between be provided with the disconnected reinforcing bar of middle row；
Described interior row's sleeper is internally provided with interior row's heat-insulation layer, and described outer row's sleeper is internally provided with outer row's heat-insulation layer；In described
The center line of row's heat-insulation layer aligns with the center line of interior row's sleeper setting, the center line of described outer row's heat-insulation layer and the center line pair of outer row's sleeper
Neat setting；Assembly concrete entirety is separated into interior coagulation without heat bridge wallboard by described interior row's heat-insulation layer and described outer row's heat-insulation layer
Soil layer, outer concrete layer and middle concrete layer, described inner concrete layer is internally provided with the disconnected reinforcing bar of interior row, described outer coagulation
Soil layer is internally provided with the disconnected reinforcing bar of outer row；
The level cross-sectionn of described interior row's sleeper and described outer row's sleeper is disposed as rectangle；
The described interior level cross-sectionn of row's sleeper and the length of side of wall body vertical be set to interior row's heat-insulation layer, inner concrete layer and in mixed
Solidifying the thickness of the layer sum, and more than or equal to 3/5ths of thickness of wall body, the level cross-sectionn of described interior row's sleeper and body of wall
The parallel length of side is set between the level cross-sectionn of interior row's sleeper and 1 ~ 1.5 times of the length of side of wall body vertical；
The described outer level cross-sectionn of row's sleeper and the length of side of wall body vertical be set to outer row's heat-insulation layer, outer concrete layer and in mixed
Solidifying the thickness of the layer sum, and more than or equal to 3/5ths of thickness of wall body, the level cross-sectionn of described outer row's sleeper and body of wall
The parallel length of side is set between the level cross-sectionn of interior row's sleeper and 1 ~ 1.5 times of the length of side of wall body vertical；
Interior row is set on described interior row's sleeper and vertically connects reinforcing bar, described row's sleeper is provided with outer row and vertically connects reinforcing bar, institute
State interior row and vertically connect reinforcing bar and described outer row vertically connects the surrounding of reinforcing bar and is provided with the stiffener of hoop respectively；
One end of described interior row's sleeper is provided with interior exclusive connection sleeper of stretching, and the other end of described interior row's sleeper is provided with inside and outside interior
Receive and connect sleeper；One end of described outer row's sleeper is received in being provided with outer row and is connected sleeper, and the other end of described outer row's sleeper is arranged
Have and outer exclusive stretch connection sleeper；Described interior row's sleeper is provided with the trapezoidal mouth of moistureproof insulation with the staggered place of described outer row's sleeper；
Described interior exclusive stretch connection sleeper, described inside and outside in receive connect sleeper, outer row in receive and connect sleeper and outer exclusive stretch connection
The cross section of sleeper is disposed as rectangle, and level cross-sectionn is the most equal with the length of side of wall body vertical；Level cross-sectionn and body of wall
The parallel length of side is disposed as 0.5 ~ 0.8 times of interior row's sleeper length of side；
Described interior exclusive stretch connection sleeper, outer exclusive stretch connection sleeper, inside and outside interior receive connect sleeper and outer row in receive and connect sleeper
Inside the most preferentially arranges a radicle and vertically connects reinforcing bar；Described end vertically connects the surrounding of reinforcing bar and is respectively provided with the end of hoop
Stiffener；The cross-sectional area of described vertical connection reinforcing bar is 0.8 ~ 1 times that interior row vertically connects the cross-sectional area of reinforcing bar；
The described interior exclusive end stretching connection sleeper and inside and outside interior receipts connection sleeper is respectively arranged with internal drainage flat connection reinforcing bar；Institute
State the outer exclusive end stretching connection sleeper and outer row interior receipts connection sleeper and be provided with outer row of horizontal connection reinforcing bar.
As the preferred technical scheme of one, assembly concrete entirety joins end to end without heat bridge wallboard, and in junction
It is provided with gusset, constitutes heat preserving exterior wall.
As the preferred technical scheme of one, described interior row vertically connects reinforcing bar and is vertically connected the number of reinforcing bar with described outer row
Amount is than being preferentially set to 1:1, and interior row vertically connects the diameter that reinforcing bar is vertically connected reinforcing bar with described outer row and is the most preferentially set to
Heavy in section reinforcing bar, and interior row vertically connects reinforcing bar and is vertically connected reinforcing bar with described outer row and all overhangs body of wall end face.
As the preferred technical scheme of one, it is overhanging that described internal drainage flat connection reinforcing bar may be configured as the disconnected reinforcing bar of interior row
Form；Described outer row of horizontal connects reinforcing bar and may be configured as that the disconnected reinforcing bar of outer row is overhanging to be formed.
As the preferred technical scheme of one, the described interior exclusive end stretching connection sleeper is preferentially arranged on the outer row of correspondence
The midpoint of heat-insulation layer.
The present invention is provided with end and vertically connects reinforcing bar, and end vertically connects the surrounding of reinforcing bar and is respectively provided with the end of hoop
Stiffener, adds fastness and the anti-seismic performance of mechanism.
The beneficial aspects of the present invention is: the overall coordination performance of (1) body of wall is good, and energy-efficient performance is high；(2) present invention uses
Entirety is without heat bridge technology and strengthens sleeper system, it is possible to effectively cuts off heat bridge, has good heat-insulating property；(3) significantly carry
High anti-seismic performance, and connector quantity is greatly reduced, simplify construction；(4) it is obviously improved its industrialization efficiency, reduces resource and energy
Source consumes.
Accompanying drawing explanation
Fig. 1 is that assembly concrete entirety of the present invention is without heat bridge wallboard floor map；
Fig. 2 is that assembly concrete entirety of the present invention assembles schematic diagram without heat bridge wallboard entirety.
In figure, row's sleeper in 1；Sleeper is arranged outside 2；Row's heat-insulation layer in 3；Heat-insulation layer is arranged outside 4；5 inner concrete layers；6 outer coagulations
Soil layer；Concrete layer in 7；In 8, row vertically connects reinforcing bar；9 outer rows vertically connect reinforcing bar；10 stiffeners；11 moistureproof insulation ladders
Shape mouth；Exclusive in 12 stretch connection sleeper；13 outer the most exclusive stretch connection sleeper；Receive in inside and outside 14 and connect sleeper；Receive in 15 outer rows and connect
Sleeper；16 ends vertically connect reinforcing bar；17 end stiffeners；Disconnected reinforcing bar is arranged in 18；The 19 disconnected reinforcing bars of outer row；In 20
Arrange disconnected reinforcing bar；The flat reinforcing bar that connects of 21 internal drainages, 22 outer row of horizontal connect reinforcing bar；23 gussets；24 assembly concretes are overall
Wallboard without heat bridge.
Detailed description of the invention
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and the present invention is described in detail by embodiment, but not
They can be interpreted as limiting the scope of the present invention.
In conjunction with Fig. 1 and Fig. 2, a kind of assembly concrete entirety without heat bridge wallboard, including interior row's sleeper 1, outer row's sleeper 2,
Interior row's heat-insulation layer 3, outer row's heat-insulation layer 4, inner concrete layer 5, outer concrete layer 6, middle concrete layer 7, interior row vertically connect reinforcing bar
8, outer row vertically connects reinforcing bar 9, stiffener 10, moistureproof is incubated trapezoidal mouth 11, interior exclusive stretches connection sleeper 12, outer exclusive stretches even
Connect sleeper 13, inside and outside interior receipts connect sleeper 14, interior connection sleeper 15, the end of receiving of outer row vertically connects reinforcing bar 16, end reinforcement steel
Muscle 17, the disconnected reinforcing bar of interior row 18, the disconnected reinforcing bar of outer row 19, the disconnected reinforcing bar of middle row 20, internal drainage be flat connects reinforcing bar 21, outer
Row of horizontal connects reinforcing bar 22；
Described interior row's sleeper 1 is mutually uniformly crisscross arranged with described outer row's sleeper 2, and described interior row's sleeper 1 is dark with described outer row
The disconnected reinforcing bar of middle row 20 it is provided with between post 2；
Described interior row's sleeper 1 is internally provided with interior row's heat-insulation layer 3, and described outer row's sleeper 2 is internally provided with outer row's heat-insulation layer 4；Institute
The center line of the center line and interior row's sleeper 1 of stating interior row's heat-insulation layer 3 aligns setting, the center line of described outer row's heat-insulation layer 4 and outer row's sleeper
The center line alignment of 2 is arranged；Described interior row's heat-insulation layer 3 and described outer row's heat-insulation layer 4 by assembly concrete entirety without heat bridge wallboard
Being separated into inner concrete layer 5, outer concrete layer 6 and middle concrete layer 7, described inner concrete layer 5 is internally provided with the non-company of interior row
Connecing reinforcing bar 18, described outer concrete layer 6 is internally provided with the disconnected reinforcing bar of outer row 19；
The level cross-sectionn of described interior row's sleeper 1 and described outer row's sleeper 2 is disposed as rectangle；
The described interior level cross-sectionn of row's sleeper 1 and the length of side of wall body vertical be set to interior row's heat-insulation layer 3, inner concrete layer 23 and
The thickness sum of middle concrete layer 25, and more than or equal to 3/5ths of thickness of wall body, the level cross-sectionn of described interior row's sleeper 1
The length of side parallel with body of wall is set between the level cross-sectionn of interior row's sleeper 1 and 1 ~ 1.5 times of the length of side of wall body vertical；
The described outer level cross-sectionn of row's sleeper 2 and the length of side of wall body vertical are set to outer row's heat-insulation layer 4, outer concrete layer 24
With the thickness sum of middle concrete layer 25, and more than or equal to 3/5ths of thickness of wall body, the level of described outer row's sleeper 2 is horizontal
The cross section length of side parallel with body of wall is set between the level cross-sectionn of interior row's sleeper 1 and 1 ~ 1.5 times of the length of side of wall body vertical；
Interior row is set on described interior row's sleeper 1 and vertically connects reinforcing bar 8, described row's sleeper 2 is provided with outer row and vertically connects reinforcing bar
9, described interior row vertically connects reinforcing bar 8 and described outer row vertically connects the surrounding of reinforcing bar 9 and is provided with the reinforcement steel of hoop respectively
Muscle 10；
One end of described interior row's sleeper 1 is provided with interior exclusive stretching and connects sleeper 12, in the other end of described interior row's sleeper 1 is provided with
Receive in outer and connect sleeper 14；One end of described outer row's sleeper 2 is received in being provided with outer row and is connected sleeper 15, described outer row's sleeper 2
The other end be provided with outer exclusive stretch connection sleeper 13；Described interior row's sleeper 1 is provided with the staggered place of described outer row's sleeper 2
The trapezoidal mouth 11 of moistureproof insulation；
Described interior exclusive stretch connection sleeper 12, described inside and outside in receive connect sleeper 14, outer row in receive and connect sleeper 15 and outer exclusive
The cross section stretching connection sleeper 13 is disposed as rectangle, and level cross-sectionn is the most equal with the length of side of wall body vertical；Horizontal cross-section
The face length of side parallel with body of wall is disposed as 0.5 ~ 0.8 times of interior row's sleeper 1 length of side；
Described interior exclusive stretch connection sleeper 12, outer exclusive stretch connection sleeper 13, inside and outside interior receipts connects the company of receipts in sleeper 14 and outer row
Connect that sleeper 15 is internal the most preferentially to be arranged a radicle and vertically connect reinforcing bar 16；The surrounding that described end vertically connects reinforcing bar 16 is equal
The end stiffener 17 of hoop is set；The cross-sectional area of described vertical connection reinforcing bar 16 is the horizontal stroke that interior row vertically connects reinforcing bar 8
0.8 ~ 1 times of sectional area；
The described interior exclusive end stretching connection sleeper 12 and inside and outside interior receipts connection sleeper 14 is respectively arranged with internal drainage flat connection steel
Muscle 21；The described outer exclusive end stretching connection sleeper 13 and outer row interior receipts connection sleeper 15 is provided with outer row of horizontal and connects reinforcing bar
22。
Described assembly concrete entirety joins end to end without heat bridge wallboard 24, and junction, corner is provided with gusset 23,
Constitute heat preserving exterior wall.
Described interior row vertically connects the quantity that reinforcing bar 8 is vertically connected reinforcing bar 9 with described outer row and is set to 1:1 than preferentially, and
Interior row vertically connects reinforcing bar 8 and is vertically connected the diameter of reinforcing bar 9 with described outer row and is the most preferentially set to heavy in section reinforcing bar, and interior row erects
Vertically it is connected reinforcing bar 9 to connection reinforcing bar 8 with described outer row and all overhangs body of wall end face.
Described internal drainage is flat to be connected reinforcing bar 21 and may be configured as that the disconnected reinforcing bar of interior row 18 is overhanging to be formed；Described outer row of horizontal
Connect reinforcing bar 22 and may be configured as that the disconnected reinforcing bar of outer row 19 is overhanging to be formed.
The described interior exclusive end stretching connection sleeper 12 is preferentially arranged on the midpoint of outer row's heat-insulation layer 4 of correspondence.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For Yuan, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (5)
1. assembly concrete entirety is without heat bridge wallboard, it is characterised in that include interior row's sleeper (1), outer row's sleeper (2), interior row
Heat-insulation layer (3), outer row's heat-insulation layer (4), inner concrete layer (5), outer concrete layer (6), middle concrete layer (7), interior row vertically connect
Connect reinforcing bar (8), outer row vertically connects reinforcing bar (9), stiffener (10), moistureproof be incubated trapezoidal mouth (11), it is interior that exclusive to stretch connection dark
Post (12), outer exclusive stretch connection sleeper (13), inside and outside interior receive connect sleeper (14), receive in outer row connect sleeper (15), end is erected
Non-to connecting reinforcing bar (16), end stiffener (17), the disconnected reinforcing bar of interior row (18), the disconnected reinforcing bar of outer row (19), middle row
Connect reinforcing bar (20), internal drainage flat connection reinforcing bar (21), outer row of horizontal connection reinforcing bar (22)；
Described interior row's sleeper (1) is mutually uniformly crisscross arranged with described outer row's sleeper (2), and described interior row's sleeper (1) is with described
It is provided with the disconnected reinforcing bar of middle row (20) between outer row's sleeper (2)；
Described interior row's sleeper (1) is internally provided with interior row's heat-insulation layer (3), and described outer row's sleeper (2) is internally provided with outer row insulation
Layer (4)；The center line of described interior row's heat-insulation layer (3) aligns with the center line of interior row's sleeper (1) setting, described outer row's heat-insulation layer (4)
Center line aligns with the center line of outer row's sleeper (2) setting；Described interior row's heat-insulation layer (3) and described outer row's heat-insulation layer (4) are by assembled
Concrete entirety is separated into inner concrete layer (5), outer concrete layer (6) and middle concrete layer (7) without heat bridge wallboard, described interior mixed
Solidifying soil layer (5) is internally provided with the disconnected reinforcing bar of interior row (18), and described outer concrete layer (6) is internally provided with the disconnected steel of outer row
Muscle (19)；
The level cross-sectionn of described interior row's sleeper (1) and described outer row's sleeper (2) is disposed as rectangle；
The described interior level cross-sectionn of row's sleeper (1) and the length of side of wall body vertical are set to interior row's heat-insulation layer (3), inner concrete layer
(23) and the thickness sum of middle concrete layer (25), and more than or equal to 3/5ths of thickness of wall body, described interior row's sleeper (1)
The level cross-sectionn length of side parallel with body of wall be set to the level cross-sectionn of interior row's sleeper (1) and the length of side of wall body vertical 1 ~
Between 1.5 times；
The described outer level cross-sectionn of row's sleeper (2) and the length of side of wall body vertical are set to outer row's heat-insulation layer (4), outer concrete
Layer (24) and the thickness sum of middle concrete layer (25), and more than or equal to 3/5ths of thickness of wall body, described outer row's sleeper (2)
The level cross-sectionn length of side parallel with body of wall be set to the level cross-sectionn of interior row's sleeper (1) and the length of side of wall body vertical 1 ~
Between 1.5 times；
Interior row is set on described interior row's sleeper (1) and vertically connects reinforcing bar (8), described row's sleeper (2) is provided with outer row and vertically connects
Connecing reinforcing bar (9), described interior row vertically connects reinforcing bar (8) and described outer row vertically connects the surrounding of reinforcing bar (9) and is provided with respectively
The stiffener (10) of hoop；
One end of described interior row's sleeper (1) is provided with interior exclusive stretching and connects sleeper (12), and the other end of described interior row's sleeper (1) sets
It is equipped with inside and outside interior receipts and connects sleeper (14)；Described outer row's sleeper (2)) one end be provided with in outer row to receive and connect sleeper (15), institute
State outer row's sleeper (2)) the other end be provided with outer exclusive stretch connection sleeper (13)；Described interior row's sleeper (1) is dark with described outer row
The staggered place of post (2) is provided with the trapezoidal mouth of moistureproof insulation (11)；
Described interior exclusive stretch connection sleeper (12), described inside and outside in receive connect sleeper (14), outer row in receive connect sleeper (15) and
The most exclusive cross section stretching connection sleeper (13) is disposed as rectangle, and level cross-sectionn is the most equal with the length of side of wall body vertical；
The level cross-sectionn length of side parallel with body of wall is disposed as 0.5 ~ 0.8 times of interior row's sleeper (1) length of side；
Described interior exclusive stretch connection sleeper (12), outer exclusive stretch connection sleeper (13), inside and outside interior receipts connects sleeper (14) and outer row
Interior receipts connection sleeper (15) inside the most preferentially arranges a radicle and vertically connects reinforcing bar (16)；Described end vertically connects reinforcing bar
(16) surrounding is respectively provided with the end stiffener (17) of hoop；The cross-sectional area of described vertical connection reinforcing bar (16) is interior row
Vertically connect 0.8 ~ 1 times of cross-sectional area of reinforcing bar (8)；
It is flat even that the described interior exclusive end stretching connection sleeper (12) and inside and outside interior receipts connection sleeper (14) is respectively arranged with internal drainage
Connect reinforcing bar (21)；The described outer exclusive end stretching connection sleeper (13) and interior receipts connection sleeper (15) of outer row is provided with outer draining
Flat connection reinforcing bar (22).
Assembly concrete entirety the most according to claim 1 is without heat bridge wallboard, it is characterised in that assembly concrete is whole
Body joins end to end without heat bridge wallboard, and is provided with gusset in junction, constitutes heat preserving exterior wall.
Assembly concrete entirety the most according to claim 1 is without heat bridge wallboard, it is characterised in that described interior row vertically connects
Connect reinforcing bar (8) and be vertically connected the quantity of reinforcing bar (9) with described outer row than being preferentially set to 1:1, and interior row vertically connects reinforcing bar (8)
Vertically be connected the diameter of reinforcing bar (9) with described outer row and be the most preferentially set to heavy in section reinforcing bar, and interior row vertically connect reinforcing bar (8) with
Described outer row vertically connects reinforcing bar (9) and all overhangs body of wall end face.
Assembly concrete entirety the most according to claim 1 is without heat bridge wallboard, it is characterised in that described internal drainage is flat even
Connect reinforcing bar (21) and may be configured as that the disconnected reinforcing bar of interior row (18) is overhanging to be formed；Described outer row of horizontal connects reinforcing bar (22) and can arrange
Form for the disconnected reinforcing bar of outer row (19) is overhanging.
Assembly concrete entirety the most according to claim 1 is without heat bridge wallboard, it is characterised in that described interior exclusive stretching connects
The end connecing sleeper (12) is preferentially arranged on the midpoint of corresponding outer row's heat-insulation layer (4).
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| CN201610692710.4A CN106223532B (en) | 2016-08-22 | 2016-08-22 | Assembly concrete is whole without heat bridge wallboard |
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| CN201610692710.4A CN106223532B (en) | 2016-08-22 | 2016-08-22 | Assembly concrete is whole without heat bridge wallboard |
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Cited By (1)
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| CN108867995A (en) * | 2018-08-30 | 2018-11-23 | 河北建筑工程学院 | A kind of fabricated modular wall plate unit and construction method |
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| Publication number | Publication date |
|---|---|
| CN106223532B (en) | 2019-03-12 |
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Effective date of registration: 20191206 Address after: 518054 9 / F, block B, phase I, sunshine science and technology innovation center, Nanshan community, Nanshan street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Gangchuang Building Material Co., Ltd. Address before: 110168 Liaoning province Shenyang Hunnan Hunnan Road No. 9 Patentee before: Shenyang Building Univ. |