CN106223532B - Assembly concrete is whole without heat bridge wallboard - Google Patents
Assembly concrete is whole without heat bridge wallboard Download PDFInfo
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- CN106223532B CN106223532B CN201610692710.4A CN201610692710A CN106223532B CN 106223532 B CN106223532 B CN 106223532B CN 201610692710 A CN201610692710 A CN 201610692710A CN 106223532 B CN106223532 B CN 106223532B
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- 239000004567 concrete Substances 0.000 title claims abstract description 87
- 241001669679 Eleotris Species 0.000 claims abstract description 162
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 105
- 239000003351 stiffener Substances 0.000 claims abstract description 14
- 238000004321 preservation Methods 0.000 claims abstract description 9
- 210000003205 muscle Anatomy 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 9
- 230000002708 enhancing effect Effects 0.000 abstract description 3
- 238000009413 insulation Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 27
- 238000013461 design Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 7
- 238000011161 development Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000011178 precast concrete Substances 0.000 description 4
- 238000009417 prefabrication Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000011160 research Methods 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects 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
- 230000035939 shock Effects 0.000 description 2
- 239000002699 waste material Substances 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
- 229910001294 Reinforcing steel Inorganic materials 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
- 230000008859 change Effects 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
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- -1 electricity Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 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
- 230000007115 recruitment Effects 0.000 description 1
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Classifications
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- 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 is whole without heat bridge wallboard, including interior row's sleeper, outlet sleeper, interior row's insulating layer, outlet insulating layer, inner concrete layer, outer concrete layer, middle concrete layer, interior row vertically connect reinforcing bar, outlet and vertically connect reinforcing bar, stiffener, the trapezoidal mouth of moisture-proof heat preservation, interior exclusive stretch connection sleeper, the overhanging connection sleeper of outlet；Interior row's sleeper is mutually uniformly staggered with the outlet sleeper, and the disconnected reinforcing bar of middle row is provided between interior row's sleeper and the outlet sleeper；Interior row's sleeper is internally provided with interior row's insulating layer, and outlet sleeper is internally provided with outlet insulating layer；The middle line of interior row's insulating layer is aligned setting with the middle line of interior row's sleeper, and the middle line of outlet insulating layer is aligned setting with the middle line of outlet sleeper；Overall coordination performance of the present invention is good, and energy-efficient performance is high, using entirety without heat bridge technology and enhancing sleeper system, can effectively cut off heat bridge, have good thermal insulation property.
Description
Technical field
The invention belongs to technical field of buildings, whole without heat bridge wallboard more particularly to a kind of assembly concrete.
Background technique
It is that main passes through site-assembled side that assembly concrete building, which refers to the concrete prefabricated element of the factorial production,
The concrete structure class building construction of formula design-build.Currently, the assembly method of component pours overlapping layers coagulation after generally having scene
Sleeve grouting connection, welding, mechanical connection and preformed hole can be used in pouring concrete connection etc. after soil, Bar Anchorage, reinforcing bar connection
The ways such as hole overlap joint connection.In the 1980s, in the prefabricated big plate house of China's prevalence, due to structural integrity
The reasons such as difference, leakage, cracks on floor slab, it is gradually live there are many influence structure safety and the hidden danger and defect of normal use
Replaced pouring concrete structure, but with the application of current emerging prefabricated concrete structure, especially introduce in recent years
Many advanced foreign technologies, domestic prefabricated concrete structure are built new technology and are just gradually formed.
With the quickening of China " building industrialization, housing industrialization " process and constantly subtracting for China's " demographic dividend "
Less, the appearance of building trade recruitment famine, the trend of housing industry industrialization are increasingly obvious.The application weight of prefabricated concrete structure
Newly become current research hot spot；All parts of the country continue to bring out out the new technology of residential housing prefabricated concrete structure, new model.
Precast reinforced concrete structure is one of the important directions of China's building structure development, it is conducive to China's building industrialization
Development, raising production efficiency is energy saving, develops Green environmental-protection building, and is conducive to improve and guarantee construction engineering quality.
Compared with cast-in-place construction method, assembled reinforced concrete structure is conducive to green construction, because fabricated construction can more meet green construction
Save land, energy conservation, section material, water-saving and environmental protection etc. require, reduce the negative effect to environment, including reduce noise, prevent from raising
Dirt reduces environmental pollution, cleans transport, reduce place interference, save resources and the energy such as water, electricity, material, it then follows sustainable development
The principle of exhibition.Moreover, fabricated construction can continuously complete multiple or whole processes of engineering in order, march into the arena to reduce
Engineering machinery type and quantity, eliminate resting the time for procedure connection, realize interchange operation, reduce construction personnel, from
And improve work efficiency, reduce supplies consumption, reduce environmental pollution, it is provided safeguard for green construction.In addition, fabricated construction is larger
Building waste (account for about municipal refuse total amount 30% -40%) is reduced in degree, such as steel scrap muscle, waste iron wire, useless bamboo wood material, is discarded
Concrete etc..
Assembly concrete building can be divided into full assembly and part assembly two major classes according to assembling degree height.Full assembly
Building is generally limited to low layer or the lower tier building of requirements for fortification against earthquake；Part assembly concrete construction main member is general
It is connected using prefabricated components, at the scene by cast-in-place concrete, forms the building of cast in place and precast construction.
North America region is mainly main since prefabricated/prestressed concrete association (PCI) studies for a long period of time with America & Canada
With popularization pre-cast building, the Specification of precast concrete also improves very much so its assembly concrete Application in Building is non-
It is often universal；The pre-cast building of North America mainly includes building prefabrication exterior wall and the big series of structure prefabricated components two, and prefabricated components are total to
It is that enlargement and prestressing force combine and can optimize structural reinforcement and connecting structure with feature, reduces production and installation workload, contracting
The short Yi work duration fully demonstrates industrialization, standardization and Technical Economy feature.In 20th century, the pre-cast building of North America is main
For the non-antidetonation fortified defence area of low layer.Due to the earthquake effect in California area, antidetonation and on the middle and senior level prefabricated is paid much attention in recent years
The engineer application technical research of structure.PCI has published " precast concrete Aseismic Design " book recently, from theory and practice
The Aseismic Design problem for analyzing to angle system pre-cast building, the newest section for summarizing many precast construction Aseismic Designs are ground into
Fruit has very strong directive significance to instructing precast construction design and engineer application to promote.
Europe is the cradle of pre-cast building, and the road of building industrialization has been begun to early in the 17th century.Second of the world is big
After the war, due to human resources shortage, Europe further research and probe building industrialization mode.Either economically developed north
Europe, West Europe or Eastern Europe underdeveloped, always all in the design and construction side for actively carrying out prefabrication and assembly construction concrete construction
Formula.The design and construction experience for having accumulated many pre-cast buildings forms various special precast building systems and standardized general
Pre-manufactured product series, and a series of precast concrete engineering specifications and application manual have been worked out, to promotion precast concrete complete
The application in the world plays the role of very important.
Japan and South Korea have used for reference American-European successful experience, on the basis of exploring the standardized designs construction of pre-cast building,
In conjunction with oneself requirement, breakthrough is achieved in terms of precast construction system globality antidetonation and shock design.With representative
Property achievement two 58 floor for being Japan 2008 and being built up using prefabrication and assembly construction frame structure Tokyo Tower.Meanwhile it is Japanese pre-
Concrete construction System Design processed, production and the standard criterion of construction are also very perfect, and prefabricated specification used at present has " prefabricated mixed
Solidifying geotechnique's journey } (JASSl0) and " concrete curtain wall) (JASSl4).
China from five sixties of 20th century begin one's study assembly concrete build design and construction technology, form one
Serial assembly concrete building system, more typical building system have assembled single storey industry workshop building system, assembly
Formula multistory frame building system, assembled large panel building system etc..The application built to assembly concrete the 1980s
Reach the period of full bloom, many places in the whole nation all form the integrated assembly concrete industry of design, production and construction and installation
Change architectural mode assembly concrete building and two kinds of most important building bodies are become using the masonry building of prefabricated hollow floor
System, application popularization rate is up to 70% or more.Since there are many limitations and deficiency, China for the function and physical property of assembled architecture
Assembly concrete architectural design and construction technology R & D Level do not catch up with also social demand and Building technology development variation,
To mid-term the 1990s, assembly concrete building is gradually replaced by full cast-in-place concrete building system, at present except dress
With formula single storey industry workshop building system using wide outer.The engineer application of other prefabrication systems is few.In advance
The globality of earthquake-resistant structure processed and the specialized research of management in design and operation are inadequate, cause its Technical Economy poor, cause pre-
Structure processed is chronically at the stagnant state stopped.For this reason, it is necessary to poor, poor seismic behavior for stress performance existing for existing building
Disadvantage carries out industrializing systematic research and development, and China's building industry is made really to realize the green, recyclable, sustainable of overall process.
Summary of the invention
It is whole without heat bridge wallboard that the purpose of the present invention is to provide a kind of assembly concretes, mainly solves assembled coagulation
The overall coordination performance of native sandwich wall improves energy-efficient performance, using entirety without heat bridge technology and enhancing sleeper system, significantly
Anti-seismic performance is improved, and connector quantity is greatly reduced, simplifies construction, it is obviously improved and industrializes efficiency, pushes China's assembly
Formula concrete high residential building industrialized development process reduces resource and energy consumption.
The present invention is achieved through the following technical solutions: a kind of assembly concrete is whole without heat bridge wallboard, including
Interior row's sleeper, outlet sleeper, interior row's insulating layer, outlet insulating layer, inner concrete layer, outer concrete layer, middle concrete layer, interior row
Vertical connection reinforcing bar, outlet vertically connect reinforcing bar, stiffener, the trapezoidal mouth of moisture-proof heat preservation, the interior exclusive connection sleeper, outer exclusive stretched
Stretch connection sleeper, inside and outside interior receipts connection sleeper, receive in outlet connect sleeper, end vertically connects reinforcing bar, end stiffener, interior
Arrange the disconnected reinforcing bar of disconnected reinforcing bar, outlet, the disconnected reinforcing bar of middle row, internal drainage flushconnection reinforcing bar, outlet horizontal connection reinforcing bar；
Interior row's sleeper is mutually uniformly staggered with the outlet sleeper, and interior row's sleeper and the outlet are dark
The disconnected reinforcing bar of middle row is provided between column；
Interior row's sleeper is internally provided with interior row's insulating layer, and the outlet sleeper is internally provided with outlet insulating layer；Institute
It states the middle line of interior row's insulating layer and the middle line of interior row's sleeper is aligned setting, in the middle line and outlet sleeper of the outlet insulating layer
Line alignment setting；Assembly concrete entirety is separated into interior by interior row's insulating layer and the outlet insulating layer without heat bridge wallboard
Concrete layer, outer concrete layer and middle concrete layer, the inner concrete layer is internally provided with the disconnected reinforcing bar of interior row, described outer
Concrete layer is internally provided with the disconnected reinforcing bar of outlet；
The level cross-sectionn of interior row's sleeper and the outlet sleeper is disposed as rectangle；
The level cross-sectionn of interior row's sleeper and the side length of wall body vertical be set as interior row's insulating layer, inner concrete layer and
The sum of the thickness of middle concrete layer, and be more than or equal to thickness of wall body 3/5ths, the level cross-sectionn of interior row's sleeper with
The parallel side length of wall is set as between the level cross-sectionn of interior row's sleeper and 1 ~ 1.5 times of the side length of wall body vertical；
The level cross-sectionn of the outlet sleeper and the side length of wall body vertical be set as outlet insulating layer, outer concrete layer and
The sum of the thickness of middle concrete layer, and be more than or equal to thickness of wall body 3/5ths, the level cross-sectionn of the outlet sleeper with
The parallel side length of wall is set as between the level cross-sectionn of interior row's sleeper and 1 ~ 1.5 times of the side length of wall body vertical；
Row is vertical in being arranged on interior row's sleeper connects reinforcing bar, is provided with outlet on row's sleeper and vertically connects steel
Muscle, the interior row vertically connects reinforcing bar and the outlet vertically connects and is respectively arranged with circumferential reinforcement steel around reinforcing bar
Muscle；
One end of interior row's sleeper be provided with it is interior it is exclusive stretch connection sleeper, in the other end of interior row's sleeper is provided with
Connection sleeper is received in outer；One end of the outlet sleeper, which is provided in outlet, receives connection sleeper, the other end of the outlet sleeper
It is provided with the overhanging connection sleeper of outlet；It is trapezoidal that the staggered place of interior row's sleeper and the outlet sleeper is provided with moisture-proof heat preservation
Mouthful；
It is described it is interior it is exclusive stretch connection sleeper, it is described it is inside and outside in receive connection sleeper, receive connection sleeper in outlet and outlet is overhanging
The cross section of connection sleeper is disposed as rectangle, and the side length of level cross-sectionn and wall body vertical is equal；Level cross-sectionn with
The parallel side length of wall is disposed as 0.5 ~ 0.8 times of interior row's sleeper side length；
Interior exclusive stretch in connection sleeper, the overhanging connection sleeper of outlet, inside and outside interior receipts connection sleeper and outlet receives connection
It is respectively provided with a radicle inside sleeper and vertically connects reinforcing bar；The surrounding that the end vertically connects reinforcing bar is respectively provided with circumferential end
Stiffener；The cross-sectional area of the vertical connection reinforcing bar is 0.8 ~ 1 times of the cross-sectional area that interior row vertically connects reinforcing bar；
It is described it is interior it is exclusive stretch connection sleeper and it is inside and outside it is interior receive connection sleeper end be respectively arranged with internal drainage flushconnection steel
Muscle；The overhanging end for connecting receipts connection sleeper in sleeper and outlet of the outlet is provided with outlet horizontal connection reinforcing bar.
As a kind of perferred technical scheme, assembly concrete integrally joins end to end without heat bridge wallboard, and in junction
It is provided with gusset, constitutes heat preserving exterior wall.
As a kind of perferred technical scheme, the interior row vertically connects the number that reinforcing bar vertically connect reinforcing bar with the outlet
Amount ratio is set as 1:1, and interior row vertically connects reinforcing bar is disposed as big section steel with the diameter that the outlet vertically connect reinforcing bar
Muscle, and interior row vertically connects reinforcing bar and vertically connect the outer stretching wall top surface of reinforcing bar with the outlet.
As a kind of perferred technical scheme, it is overhanging to may be configured as the disconnected reinforcing bar of interior row for the internal drainage flushconnection reinforcing bar
It forms；The outlet horizontal connection reinforcing bar may be configured as that the disconnected reinforcing bar of outlet is overhanging to be formed.
As a kind of perferred technical scheme, the interior exclusive end setting for stretching connection sleeper is kept the temperature in corresponding outlet
The midpoint of 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 circumferential end
Stiffener increases the fastness and anti-seismic performance of mechanism.
Beneficial aspects of the invention are: (1) the overall coordination performance of wall is good, and energy-efficient performance is high；(2) present invention uses
It is whole effectively to cut off heat bridge without heat bridge technology and enhancing sleeper system, there is good thermal insulation property；(3) it significantly mentions
High shock resistance energy, and connector quantity is greatly reduced, simplify construction；(4) it is obviously improved it and industrializes efficiency, reduce resource and energy
Source consumption.
Detailed description of the invention
Fig. 1 is that assembly concrete of the present invention is whole without heat bridge wallboard floor map；
Fig. 2 is that assembly concrete of the present invention is whole without heat bridge wallboard entirety assembling schematic diagram；
In figure, sleeper is arranged in 1；2 outlet sleeper；Insulating layer is arranged in 3；4 outlet insulating layers；5 inner concrete layers；6 outer coagulations
Soil layer；Concrete layer in 7；The vertical connection reinforcing bar of row in 8；9 outlets vertically connect reinforcing bar；10 stiffeners；11 moisture-proof heat preservation ladders
Shape mouth；It is exclusive in 12 to stretch connection sleeper；The overhanging connection sleeper of 13 outlets；Interior receipts connect sleeper inside and outside 14；Connection is received in 15 outlets
Sleeper；16 ends vertically connect reinforcing bar；17 end stiffeners；The disconnected reinforcing bar of row in 18；The disconnected reinforcing bar of 19 outlets；In 20
Arrange disconnected reinforcing bar；21 internal drainage flushconnection reinforcing bars, 22 outlet horizontal connection reinforcing bars；23 gussets；24 assembly concretes are whole
Without heat bridge wallboard.
Specific embodiment
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.
A kind of assembly concrete is whole without heat bridge wallboard combined with Figure 1 and Figure 2, including interior row's sleeper 1, outlet sleeper 2,
Interior row's insulating layer 3, outlet insulating layer 4, inner concrete layer 5, outer concrete layer 6, middle concrete layer 7, interior row vertically connect reinforcing bar
8, outlet vertically connects reinforcing bar 9, stiffener 10, the trapezoidal mouth 11 of moisture-proof heat preservation, interior exclusive stretches connection sleeper 12, the overhanging company of outlet
Connect sleeper 13, inside and outside interior receipts connect sleeper 14, receive connection sleeper 15 in outlet, end vertically connects reinforcing bar 16, steel is reinforced in end
It is muscle 17, the disconnected reinforcing bar 18 of interior row, the disconnected reinforcing bar 19 of outlet, the disconnected reinforcing bar 20 of middle row, internal drainage flushconnection reinforcing bar 21, outer
Drain flushconnection reinforcing bar 22；
Interior row's sleeper 1 is mutually uniformly staggered with the outlet sleeper 2, and interior row's sleeper 1 and described outer
The disconnected reinforcing bar 20 of middle row is provided between row's sleeper 2；
Interior row's sleeper 1 is internally provided with interior row's insulating layer 3, and the outlet sleeper 2 is internally provided with outlet insulating layer
4；The middle line of interior row's insulating layer 3 is aligned setting, the middle line and outlet of the outlet insulating layer 4 with the middle line of interior row's sleeper 1
The middle line of sleeper 2 is aligned setting；Interior row's insulating layer 3 is whole without heat bridge by assembly concrete with the outlet insulating layer 4
Wallboard is separated into inner concrete layer 5, outer concrete layer 6 and middle concrete layer 7, and the inner concrete layer 5 is internally provided with interior row
Disconnected reinforcing bar 18, the outer concrete layer 6 are internally provided with the disconnected reinforcing bar 19 of outlet；
The level cross-sectionn of interior row's sleeper 1 and the outlet sleeper 2 is disposed as rectangle；
The level cross-sectionn of interior row's sleeper 1 and the side length of wall body vertical are set as interior row's insulating layer 3, inner concrete layer
The sum of 5 and the thickness of middle concrete layer 7, and it is more than or equal to 3/5ths of thickness of wall body, the horizontal cross-section of interior row's sleeper 1
The face side length parallel with wall is set as between the level cross-sectionn of interior row's sleeper 1 and 1 ~ 1.5 times of the side length of wall body vertical；
The level cross-sectionn of the outlet sleeper 2 and the side length of wall body vertical are set as outlet insulating layer 4, outer concrete
Layer the sum of 24 and the thickness of middle concrete layer 7, and it is more than or equal to 3/5ths of thickness of wall body, the level of the outlet sleeper 2
The cross section side length parallel with wall be set as 1 ~ 1.5 times of the level cross-sectionn of interior row's sleeper 1 and the side length of wall body vertical it
Between；
Row is vertical in being arranged on interior row's sleeper 1 connects reinforcing bar 8, is provided with outlet on the outlet sleeper 2 and vertically connects
Reinforcing bar 9 is connect, the interior row vertically connects reinforcing bar 8 and the outlet vertically connects and is respectively arranged with circumferential direction around reinforcing bar 9
Stiffener 10；
One end of interior row's sleeper 1 is provided with interior exclusive stretch and connects sleeper 12, the other end setting of interior row's sleeper 1
Have and receives connection sleeper 14 in inside and outside；One end of the outlet sleeper 2, which is provided in outlet, receives connection sleeper 15, and the outlet is dark
The other end of column 2 is provided with the overhanging connection sleeper 13 of outlet；The staggered place of interior row's sleeper 1 and the outlet sleeper 2 is arranged
There is the moisture-proof trapezoidal mouth 11 of heat preservation；
It is described it is interior it is exclusive stretch connection sleeper 12, it is described it is inside and outside in receive connection sleeper 14, receive connection sleeper 15 in outlet and outer
The exclusive cross section for stretching connection sleeper 13 is disposed as rectangle, and the side length of level cross-sectionn and wall body vertical is equal；It is horizontal
The cross section side length parallel with wall is disposed as 0.5 ~ 0.8 times of interior 1 side length of row's sleeper；
Interior exclusive connection sleeper 12, the overhanging connection sleeper 13 of outlet, the inside and outside interior receipts of stretching connect in sleeper 14 and outlet
A radicle, which is respectively provided with, inside receipts connection sleeper 15 vertically connects reinforcing bar 16；The surrounding that the end vertically connects reinforcing bar 16 is equal
Circumferential end stiffener 17 is set；The cross-sectional area of the vertical connection reinforcing bar 16 is the cross that interior row vertically connects reinforcing bar 8
0.8 ~ 1 times of sectional area；
It is described interior exclusive to stretch connection sleeper 12 and the inside and outside interior end for receiving connection sleeper 14 is respectively arranged with that internal drainage is flat to be connected
Connect reinforcing bar 21；The overhanging end for connecting receipts connection sleeper 15 in sleeper 13 and outlet of the outlet is provided with outlet horizontal connection
Reinforcing bar 22.
The assembly concrete integrally joins end to end without heat bridge wallboard 24, and corner junction is provided with gusset 23,
Constitute heat preserving exterior wall.
The interior row, which vertically connects reinforcing bar 8, is set as 1:1, and interior row with the quantity ratio that the outlet vertically connect reinforcing bar 9
Vertical connection reinforcing bar 8 is disposed as big section reinforcing bar with the diameter that the outlet vertically connect reinforcing bar 9, and interior row vertically connects steel
Muscle 8 vertically connect the outer stretching wall top surface of reinforcing bar 9 with the outlet.
The internal drainage flushconnection reinforcing bar 21 may be configured as that the disconnected reinforcing bar 18 of interior row is overhanging to be formed；The outer row of horizontal
Connection reinforcing bar 22 may be configured as that the disconnected reinforcing bar 19 of outlet is overhanging to be formed.
The midpoint of corresponding outlet insulating layer 4 is arranged in the interior exclusive end for stretching connection sleeper 12.It is described above
It is only the preferred embodiment of the present invention, it is noted that for those skilled in the art, do not departing from this
Under the premise of inventive principle, several improvements and modifications can also be made, these improvements and modifications also should be regarded as protection of the invention
Range.
Claims (5)
1. assembly concrete is whole without heat bridge wallboard, which is characterized in that including interior row's sleeper (1), outlet sleeper (2), interior row
Insulating layer (3), outlet insulating layer (4), inner concrete layer (5), outer concrete layer (6), middle concrete layer (7), interior row vertically connect
Connect reinforcing bar (8), outlet vertically connects reinforcing bar (9), stiffener (10), the trapezoidal mouth (11) of moisture-proof heat preservation, interior exclusive to stretch connection dark
The overhanging connection sleeper (13) of column (12), outlet, inside and outside interior receipts connection sleeper (14), interior receipts connection sleeper (15) of outlet, end are perpendicular
It is non-to connection reinforcing bar (16), end stiffener (17), the disconnected reinforcing bar of interior row (18), the disconnected reinforcing bar of outlet (19), middle row
Connect reinforcing bar (20), internal drainage flushconnection reinforcing bar (21), outlet horizontal connection reinforcing bar (22)；
Interior row's sleeper (1) is mutually uniformly staggered with the outlet sleeper (2), and interior row's sleeper (1) with it is described
The disconnected reinforcing bar of middle row (20) is provided between outlet sleeper (2)；
Interior row's sleeper (1) is internally provided with interior row's insulating layer (3), and the outlet sleeper (2) is internally provided with outlet heat preservation
Layer (4)；The middle line of interior row's insulating layer (3) is aligned setting with the middle line of interior row's sleeper (1), the outlet insulating layer (4)
Middle line is aligned setting with the middle line of outlet sleeper (2)；Interior row's insulating layer (3) and the outlet insulating layer (4) are by assembled
Concrete is whole to be 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) are internally provided with the disconnected reinforcing bar of interior row (18), and the outer concrete layer (6) is internally provided with the disconnected steel of outlet
Muscle (19)；
The level cross-sectionn of interior row's sleeper (1) and the outlet sleeper (2) is disposed as rectangle；
The level cross-sectionn of interior row's sleeper (1) and the side length of wall body vertical are set as interior row's insulating layer (3), inner concrete layer
(5) and the sum of the thickness of middle concrete layer (7), and it is more than or equal to 3/5ths of thickness of wall body, the water of interior row's sleeper (1)
The flat cross section side length parallel with wall is set as the 1 ~ 1.5 of the level cross-sectionn of interior row's sleeper (1) and the side length of wall body vertical
Between times；
The level cross-sectionn of the outlet sleeper (2) and the side length of wall body vertical are set as outlet insulating layer (4), outer concrete
The sum of the thickness of layer (24) and middle concrete layer (7), and it is more than or equal to 3/5ths of thickness of wall body, the outlet sleeper (2)
The level cross-sectionn side length parallel with wall be set as the level cross-sectionn of interior row's sleeper (1) and the side length of wall body vertical 1 ~
Between 1.5 times；
Row is vertical in being arranged on interior row's sleeper (1) connects reinforcing bar (8), and it is vertical to be provided with outlet on the outlet sleeper (2)
It connects reinforcing bar (9), the interior row vertically connects reinforcing bar (8) and the outlet is vertically connected and is respectively set around reinforcing bar (9)
There is circumferential stiffener (10)；
One end of interior row's sleeper (1) is provided with interior exclusive stretch and connects sleeper (12), and the other end of interior row's sleeper (1) is set
It is equipped in inside and outside and receives connection sleeper (14)；One end of the outlet sleeper (2), which is provided in outlet, receives connection sleeper (15), described
Outlet sleeper (2)) the other end be provided with the overhanging connection sleeper (13) of outlet；Interior row's sleeper (1) and the outlet sleeper
(2) staggered place is provided with the moisture-proof trapezoidal mouth (11) of heat preservation；
It is described it is interior it is exclusive stretch connection sleeper (12), it is described it is inside and outside in receive connection sleeper (14), connection sleeper (15) is received in outlet and
The cross section of overhanging connection sleeper (13) of outlet is disposed as rectangle, and the side length of level cross-sectionn and wall body vertical is equal；
The level cross-sectionn side length parallel with wall is disposed as 0.5 ~ 0.8 times of interior row's sleeper (1) side length；
Interior exclusive stretch connects sleeper (12), the overhanging connection sleeper (13) of outlet, inside and outside interior receipts connection sleeper (14) and outlet
A radicle, which is respectively provided with, inside interior receipts connection sleeper (15) vertically connects reinforcing bar (16)；The end vertically connects reinforcing bar (16)
Surrounding be respectively provided with circumferential end stiffener (17)；The cross-sectional area of vertical connection reinforcing bar (16) is that interior row vertically connects
Connect 0.8 ~ 1 times of the cross-sectional area of reinforcing bar (8)；
It is described interior exclusive to stretch connection sleeper (12) and the inside and outside interior end for receiving connection sleeper (14) is respectively arranged with the flat company of internal drainage
Connect reinforcing bar (21)；The overhanging end for connecting receipts connection sleeper (15) in sleeper (13) and outlet of the outlet is provided with outer draining
Flushconnection reinforcing bar (22).
2. assembly concrete according to claim 1 is whole without heat bridge wallboard, which is characterized in that assembly concrete is whole
Body joins end to end without heat bridge wallboard, and junction is provided with gusset, constitutes heat preserving exterior wall.
3. assembly concrete according to claim 1 is whole without heat bridge wallboard, which is characterized in that the interior row vertically connects
It connects reinforcing bar (8) and is set as 1:1 with the quantity ratio that the outlet vertically connect reinforcing bar (9), and interior row vertically connects reinforcing bar (8) and institute
It states outlet and vertically connects the diameter of reinforcing bar (9) and be disposed as big section reinforcing bar, and interior row vertically connects reinforcing bar (8) and the outlet
Vertical connection reinforcing bar (9) is outer to stretch out wall top surface.
4. assembly concrete according to claim 1 is whole without heat bridge wallboard, which is characterized in that the internal drainage is flat to be connected
It connects reinforcing bar (21) and is set as that the disconnected reinforcing bar of interior row (18) is overhanging to be formed；The outlet horizontal connection reinforcing bar (22) is set as outer
Arrange that disconnected reinforcing bar (19) is overhanging to be formed.
5. assembly concrete according to claim 1 is whole without heat bridge wallboard, which is characterized in that described interior exclusive to stretch company
Connect midpoint of the end setting in corresponding outlet insulating layer (4) of sleeper (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610692710.4A CN106223532B (en) | 2016-08-22 | 2016-08-22 | Assembly concrete is whole without heat bridge wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610692710.4A CN106223532B (en) | 2016-08-22 | 2016-08-22 | Assembly concrete is whole without heat bridge wallboard |
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| Publication Number | Publication Date |
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| CN106223532A CN106223532A (en) | 2016-12-14 |
| CN106223532B true CN106223532B (en) | 2019-03-12 |
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| CN201610692710.4A Active CN106223532B (en) | 2016-08-22 | 2016-08-22 | Assembly concrete is whole without heat bridge wallboard |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867995B (en) * | 2018-08-30 | 2024-05-17 | 广东高旅建设工程有限公司 | Assembled modularized wallboard unit and construction method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2055326B (en) * | 1979-07-18 | 1983-03-16 | Roofing Contractors Ltd | Building board |
| CN2740700Y (en) * | 2003-03-25 | 2005-11-16 | 寇金生 | Assembled house of thin wallboard concrete with row columns for reinforcement |
| RU2336395C2 (en) * | 2006-11-13 | 2008-10-20 | Общетво с ограниченной ответственностью "ВИТАЛ/НН" | Multilayer wall panel, method for its manufacturing and method for erection of monolithic-framed building outer wall made of multilayer wall panels |
| CN102226349B (en) * | 2011-04-22 | 2012-08-29 | 天津开发区福林发展有限公司 | Middle and high-rise mixed structure system configured by concrete close-column and gypsum composite wall plates and reinforced concrete light frame |
| CN103790282A (en) * | 2012-11-05 | 2014-05-14 | 沈阳建筑大学 | Lattice type heatless bridge self-heat-insulation concrete sandwich wall panel |
| CN104775545B (en) * | 2015-03-09 | 2016-09-07 | 沈阳建筑大学 | Assembly concrete Frame-Shear Wall splits the method for attachment of component |
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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. |