CN107740517A - A kind of fireproof heat insulating assembly concrete curtain wall structure and its production technology - Google Patents
A kind of fireproof heat insulating assembly concrete curtain wall structure and its production technology Download PDFInfo
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- CN107740517A CN107740517A CN201710945300.0A CN201710945300A CN107740517A CN 107740517 A CN107740517 A CN 107740517A CN 201710945300 A CN201710945300 A CN 201710945300A CN 107740517 A CN107740517 A CN 107740517A
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 19
- 238000005516 engineering process Methods 0.000 title claims abstract description 17
- 238000005192 partition Methods 0.000 claims abstract description 56
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 238000000034 method Methods 0.000 claims abstract description 8
- 210000003205 muscle Anatomy 0.000 claims description 56
- 239000000463 material Substances 0.000 claims description 26
- 238000009413 insulation Methods 0.000 claims description 14
- 230000002265 prevention Effects 0.000 claims description 13
- 238000011065 in-situ storage Methods 0.000 claims description 10
- 239000002689 soil Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 5
- 238000005345 coagulation Methods 0.000 claims description 5
- 238000012856 packing Methods 0.000 claims description 5
- 230000008569 process Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000012512 characterization method Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- 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
-
- 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
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
The invention provides a kind of fireproof heat insulating assembly concrete curtain wall structure and its production technology, it is related to assembled architecture technical field.The fireproof heat insulating assembly concrete curtain wall structure includes first partition layer, second partition layer, top separator layer and bottom baffles layer, first partition layer is oppositely arranged with second partition layer, top separator layer is located at the top of first partition layer and second partition layer, and bottom baffles layer is located at the bottom of first partition layer and second partition layer;Surrounded between first partition layer, second partition layer, top separator layer and bottom baffles layer and reinforce space, multiple reinforcing cylinders are provided with reinforcing in space.The concrete partition structure can not only play compartmentation, additionally it is possible to which the more harsh technological requirement of satisfaction, its support strength are fine.Present invention also offers a kind of production technology of fireproof heat insulating assembly concrete curtain wall structure, method is simple is easy to industrial operation.
Description
Technical field
The present invention relates to assembled architecture technical field, in particular to a kind of fireproof heat insulating assembly concrete every
Wall construction and its production technology.
Background technology
Concrete structure is the structure commonly used during civil engineering is built, and can play and consolidate supporting role well.Coagulation
Native partition wall be by two spaces separate structure, and in engineering construction commonly use structure.
In general concrete partition for load-bearing without requiring, but with engineering-built development to concrete every
The weight capacity of wall it is also proposed requirements at the higher level, and in general curtain wall structure can not meet manufacturing technique requirent.
The content of the invention
It is an object of the invention to provide a kind of fireproof heat insulating assembly concrete curtain wall structure, it is intended to improve concrete every
The problem of wall low intensity, weight capacity difference.
Another object of the present invention is to provide a kind of production technology of fireproof heat insulating assembly concrete curtain wall structure, side
Method is simple and easy to do, suitable for industrial applications.
What the present invention was realized in:
A kind of fireproof heat insulating assembly concrete curtain wall structure, including first partition layer, second partition layer, top separator layer
With bottom baffles layer, first partition layer is oppositely arranged with second partition layer, top separator layer be located at first partition layer and second every
The top of flaggy, bottom baffles layer are located at the bottom of first partition layer and second partition layer;
Surrounded between first partition layer, second partition layer, top separator layer and bottom baffles layer and reinforce space, it is empty reinforcing
It is interior to be provided with multiple reinforcing cylinders.
Further, in preferred embodiments of the present invention, each cylinder of reinforcing includes internal layer concrete column and is arranged
In the outer concrete post of internal layer concrete column;
Internal layer concrete column includes interior layer concrete and inner framework, and inner framework includes multiple internal layers and indulges muscle and be sheathed on
Internal layer indulges multiple internal layer dowels on muscle, and each internal layer is indulged muscle and is respectively positioned in internal layer dowel;
Outer concrete post includes outer concrete and outer layer skeleton, and outer layer skeleton is sheathed on interior layer concrete, outer layer
Skeleton includes multiple outer layer dowels and the multiple outer layers being oppositely arranged indulge muscle, and each outer layer dowel indulges muscle from an outer layer
Extend to another relative outer layer and indulge muscle.
Further, in preferred embodiments of the present invention, outer layer skeleton includes upper outer layer skeleton and lower outer layer skeleton, outside
The vertical muscle of layer includes that multiple upper outer layers indulge muscle and multiple lower outer layers indulge muscle, and outer layer dowel includes multiple upper outer layer dowels and multiple
Lower outer layer dowel;
Muscle is indulged in upper outer layer and lower outer layer indulges the junction formation casting space of muscle, and is indulged in the vertical muscle of upper outer layer and lower outer layer
The junction of muscle, which is provided with, pours frame, pours the pouring hole for offering on frame and being connected with casting space.
Further, in preferred embodiments of the present invention, outer concrete post is circular columns or rectangular column.
Further, in preferred embodiments of the present invention, outer concrete includes the first concrete layer and around first
The second concrete layer set on concrete layer.
Further, in preferred embodiments of the present invention, the first concrete layer is formed by multiple lightweight concrete blocks, the
Two concrete layers are formed by multiple fire prevention thermal insulation concrete blocks.
Further, in preferred embodiments of the present invention, each lightweight concrete block for being connected with the second concrete layer
On be provided with the first connector, be provided with and be connected with first on each fire prevention thermal insulation concrete block being connected with the first concrete layer
The second connector that part is engaged.
Further, in preferred embodiments of the present invention, the first connector is dovetail tangs, and the second connector is dovetail
Groove.
A kind of production technology of fireproof heat insulating assembly concrete curtain wall structure, comprises the following steps:
Cylinder is reinforced in cast in situs, and installs fixed first partition layer, second partition layer, top separator layer and bottom baffles
Layer.
Further, in preferred embodiments of the present invention, reinforcing the production technology of cylinder includes:By internal layer concrete column
Prefabricated pipe be embedded in specified location after, in prefabricated pipe external welding inner framework, fixed outer layer bone then is installed in specified location
Frame;
Cast in situs simultaneously installs supporting constraint material and packing material;
Cast in situs process includes:After pouring bottom surface with the concrete material of fire prevention thermal insulation, in being poured with concrete material
Between part, then with fire prevention thermal insulation concrete material pour top.
The beneficial effects of the invention are as follows:The fireproof heat insulating assembly concrete partition wall knot that the present invention is obtained by above-mentioned design
Structure, it includes the first partition layer being oppositely arranged and second partition layer, in addition to the top spacer at the top of two carrier rings
Layer and the bottom baffles layer positioned at two carrier ring bottoms, multiple reinforcings are provided with the reinforcing space that four carrier rings are formed
Cylinder.The concrete partition structure can not only play compartmentation, additionally it is possible to meet more harsh technological requirement, it is supported
Intensity is fine.Present invention also offers a kind of production technology of fireproof heat insulating assembly concrete curtain wall structure, method are easy easily
Row is easy to industrial operation.
Brief description of the drawings
, below will be to required use in embodiment in order to illustrate more clearly of the technical scheme of embodiment of the present invention
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore be not to be seen as
It is the restriction to scope, for those of ordinary skill in the art, on the premise of not paying creative work, can be with root
Other related accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation for the fireproof heat insulating assembly concrete curtain wall structure that embodiment of the present invention provides;
Fig. 2 is the first structure schematic diagram that cylinder is reinforced in Fig. 1;
Fig. 3 is the second structural representation that cylinder is reinforced in Fig. 1;
Fig. 4 is the 3rd structural representation that cylinder is reinforced in Fig. 1;
Fig. 5 is the first structure schematic diagram of outer concrete in Fig. 2;
Fig. 6 is the second structural representation of outer concrete in Fig. 2.
Icon:100- fireproof heat insulating assembly concrete curtain wall structures;101- first partition layers;102- second partition layers;
103- top separator layers;104- bottom baffles layers;105- reinforces space;106- reinforces cylinder;110- internal layer concrete columns;112-
Interior layer concrete;113- internal layers indulge muscle;114- inner frameworks;115- internal layer dowels;120- outer concrete posts;122- outer layers
Concrete;123- outer layers indulge muscle;The upper outer layers of 1232- indulge muscle;Outer layer indulges muscle under 1234-;124- outer layer skeletons;The upper outer layers of 1242-
Skeleton;Outer layer skeleton under 1244-;125- outer layer dowels;The upper outer layer dowels of 1252-;Outer layer dowel under 1254-;126-
Casting space;127- pours frame;128- pouring holes;The concrete layers of 1222- first;The concrete layers of 1224- second;1225- first
Connector;The connectors of 1226- second.
Embodiment
To make the purpose, technical scheme and advantage of embodiment of the present invention clearer, implement below in conjunction with the present invention
Accompanying drawing in mode, the technical scheme in embodiment of the present invention is clearly and completely described, it is clear that described reality
The mode of applying is a part of embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, ability
The every other embodiment that domain those of ordinary skill is obtained under the premise of creative work is not made, belongs to the present invention
The scope of protection.Therefore, below the detailed description of the embodiments of the present invention to providing in the accompanying drawings be not intended to limit will
The scope of the present invention of protection is sought, but is merely representative of the selected embodiment of the present invention.Based on the embodiment in the present invention,
The every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, belong to this
Invent the scope of protection.
In the description of the invention, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width ",
" thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer ", " up time
The orientation or position relationship of the instruction such as pin ", " counterclockwise " are based on orientation shown in the drawings or position relationship, are for only for ease of
Description is of the invention to be described with simplified, rather than the equipment or element of instruction or hint meaning must be with specific orientation, Yi Te
Fixed azimuth configuration and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or
Implicitly include one or more this feature.In the description of the invention, " multiple " are meant that two or more,
Unless otherwise specifically defined.
In the present invention, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " fixation " etc.
Term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally;Can be that machinery connects
Connect or electrically connect;Can be joined directly together, can also be indirectly connected by intermediary, can be in two elements
The connection in portion or the interaction relationship of two elements.For the ordinary skill in the art, can be according to specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention, unless otherwise clearly defined and limited, fisrt feature second feature it " on " or it " under "
Can directly it be contacted including the first and second features, it is not directly to contact but pass through it that can also include the first and second features
Between other characterisation contact.Moreover, fisrt feature second feature " on ", " top " and " above " to include first special
Sign is directly over second feature and oblique upper, or is merely representative of fisrt feature level height and is higher than second feature.Fisrt feature exists
Second feature " under ", " lower section " and " following " fisrt feature that includes are immediately below second feature and obliquely downward, or be merely representative of
Fisrt feature level height is less than second feature.
Fig. 1 is refer to, the embodiments of the invention provide a kind of fireproof heat insulating assembly concrete curtain wall structure 100, including
First partition layer 101, second partition layer 102, top separator layer 103 and bottom baffles layer 104, first partition layer 101 and second
Carrier ring 102 is oppositely arranged, and top separator layer 103 is located at the top of first partition layer 101 and second partition layer 102, bottom every
Flaggy 104 is located at the bottom of first partition layer 101 and second partition layer 102;First partition layer 101, second partition layer 102, top
Surrounded between portion's carrier ring 103 and bottom baffles layer 104 and reinforce space 105, multiple reinforced columns are provided with reinforcing in space 105
Body 106.
It should be noted that the first partition layer 101 and second partition layer 102 that are oppositely arranged form partition wall agent structure,
Multiple reinforcing cylinders 106 are provided with the reinforcing space 105 that four carrier rings are formed, play good load bearing effect.This is mixed
Compartmentation can not only be played by coagulating native curtain wall structure, additionally it is possible to which the more harsh technological requirement of satisfaction, load bearing effect are good.
Further, Fig. 2, reinforcing cylinder 106, including internal layer concrete column 110 be refer to and be sheathed on interior layer concrete
The outer concrete post 120 of post 110.Internal layer concrete column 110 positioned at nexine and the outer concrete post 120 positioned at outer layer are common
With playing a supporting role, support strength and shock strength are obviously improved, has been had a wide range of application.
Further, internal layer concrete column 110 includes interior layer concrete 112 and inner framework 114, and inner framework 114 is wrapped
Multiple internal layer dowels 115 that multiple internal layers are indulged muscle 113 and are sheathed on the vertical muscle 113 of internal layer are included, each internal layer indulges 113 equal position of muscle
In in internal layer dowel 115, the top that multiple internal layer dowels 115 indulge muscle 113 from internal layer extends to bottom.Inner framework
114 are formed by the vertical muscle 113 of multiple internal layers and multiple internal layer dowels 115, and internal layer indulges muscle 113 and forms vertical supporting construction, interior
Layer dowel 115 strengthens the stability of supporting construction, and internal layer concrete column 110 plays weight for the overall anti-seismic performance of lifting
Act on.
Further, outer concrete post 120 includes outer concrete 122 and outer layer skeleton 124,124 sets of outer layer skeleton
On interior layer concrete 112, outer layer skeleton 124 includes multiple outer layer dowels 125 and the multiple outer layers being oppositely arranged indulge muscle
123, each outer layer dowel 125 indulges muscle 123 from an outer layer and extends to the vertical muscle 123 of another relative outer layer, and multiple
The top that outer layer dowel 125 indulges muscle 123 from outer layer extends to bottom.Outer layer skeleton 124 indulges muscle 123 and more by multiple outer layers
Individual outer layer dowel 125 is formed, and outer layer indulges muscle 123 and internal layer is indulged the similar vertical supporting well that can play of muscle 113 and acted on,
The skeleton of support is formed, outer layer dowel 125 connects two different outer layers and indulges muscle 123, has been obviously improved the steady of supporting construction
It is qualitative.
Specifically, interior layer concrete 112 and outer concrete 122 are formed by pouring, and do not do excessively repeating herein.Internal layer mixes
The top of solidifying soil 112 can flush with outer concrete 122, and bottom can not flush, i.e., internal layer concrete column 110 is relative to outer
The size of layer concrete post 120 is unlimited, specific to need to be set according to application environment and construction needs.
Further, outer layer skeleton 124 includes upper outer layer skeleton 1242 and lower outer layer skeleton 1244, and outer layer is indulged muscle 123 and wrapped
Include multiple upper outer layers and indulge muscle 1232 and the vertical muscle 1234 of multiple lower outer layers, outer layer dowel 125 includes multiple upper outer layer dowels
1252 and multiple lower outer layer dowels 1254;The junction formation that muscle 1232 and the vertical muscle 1234 of lower outer layer are indulged in upper outer layer pours sky
Between 126, and indulge muscle 1232 and lower outer layer in upper outer layer and indulge the junction of muscle 1234 and be provided with and pour frame 127, pour and opened on frame 127
Provided with the pouring hole 128 connected with casting space 126.
It should be noted that outer layer skeleton 124 is divided for upper outer layer skeleton 1242 and lower outer layer skeleton 1244 and by pouring
Build hole 128 and upper outer layer skeleton 1242 and lower outer layer skeleton 1244 connected into shaping, widen the application of whole concrete column,
And be advantageous to later maintenance and dismounting.
Specifically, the ratio of upper outer layer skeleton 1242 and lower outer layer skeleton 1244 is unlimited, can be according to specifically applying ring
Border is set.
Further, Fig. 3 and Fig. 4 are refer to, outer concrete post 120 is circular columns or rectangular column.Upper outer layer indulges muscle
1232 and lower outer layer indulge the shape of arrangement form and outer concrete post 120 of muscle 1234 and be adapted, and the vertical muscle 1232 of upper outer layer
The number that muscle 1234 is indulged with lower outer layer can be set according to specific application environment.
Further, outer concrete post 120 is used for the channel-section steel (not shown) for constraining outer layer skeleton 124.The setting of channel-section steel
Also for the support strength for increasing whole concrete column, more harsh environment is adapted to.
Further, incorporated by reference to Fig. 5 and Fig. 6, outer concrete 122 includes the first concrete layer 1222 and mixed around first
The second concrete layer 1224 set on solidifying soil layer 1222.The form that outer concrete 122 is arranged to two structure sheafs is easy to
It is adjusted, can be in outer layer choosing with corresponding material if desired for fireproof heat insulating, and internal layer uses in general concrete material
Material, can reduce production cost to a certain extent.
Further, the first concrete layer 1222 is formed by multiple lightweight concrete blocks, and the second concrete layer 1224 is by more
Individual fire prevention thermal insulation concrete block is formed.Specifically, lightweight concrete block is poured for the concrete material of general material and formed, and is prevented
Fire screen temperature concrete block is to pour to form with fire prevention thermal insulation concrete material, and overall structure plays a part of thermal insulation of preventing fires, and
Manufacturing cost is relatively low.
Further, the first connector is provided with each lightweight concrete block being connected with the second concrete layer 1224
1225, it is provided with each fire prevention thermal insulation concrete block being connected with the first concrete layer 1222 and matches with the first connector 1225
The second connector 1226 closed.Being cooperated by the first connector 1225 and the second connector 1226, it is mixed to ultimately form
Solidifying soil layer integrated connection is even closer.
Specifically, the first connector 1225 is dovetail tangs, and the second connector 1226 is dovetail groove.Using dovetail tangs
The overall structure for ultimately form with the form of dovetail groove more consolidates.
The embodiment of the present invention additionally provides a kind of production technology of fireproof heat insulating assembly concrete curtain wall structure, including with
Lower step:Cylinder is reinforced in cast in situs, and installs fixed first partition layer, second partition layer, top separator layer and bottom baffles
Layer.
Specifically, its different processing technology of structure for reinforcing cylinder is also not quite similar.
Further, Gu the production technology of cylinder includes:After the prefabricated pipe of internal layer concrete column is embedded in into specified location,
In prefabricated pipe external welding inner framework, fixed outer layer skeleton then is installed in specified location;Cast in situs simultaneously installs supporting pact
Beam material and packing material.
Specifically, cast in situs process includes:After pouring bottom surface with the concrete material of fire prevention thermal insulation, concrete material is used
Center section is poured, then pours top with the concrete material of fire prevention thermal insulation.
After the prefabricated pipe of internal layer concrete column is embedded in into specified location, in prefabricated pipe external welding inner framework, Ran Hou
Specified location installs fixed outer layer skeleton;Cast in situs simultaneously installs supporting constraint material and packing material.
It should be noted that the prefabricated pipe that internal layer concrete column and outer concrete post are made using factory.Supporting
Constraint material and packing material are not specifically limited, and can are typically conventional material, not done excessively repeat herein.
In summary, the invention provides a kind of fireproof heat insulating assembly concrete curtain wall structure, it includes internal layer coagulation
Earth pillar and outer concrete post, two layers of reinforced column are respectively provided with respective skeleton structure, are formed from top to bottom by vertical muscle
Supporting construction, while by dowel reinforce supporting role, by said structure formed strong concrete post, positioned at nexine
Internal layer concrete column and played a supporting role jointly positioned at the outer concrete post of outer layer, be obviously improved support strength and anti-
Intensity is shaken, is had a wide range of application;Outer concrete includes the first concrete layer and set on the first concrete layer and be second mixed
Solidifying soil layer.The form that outer concrete is arranged to two structure sheafs is convenient for adjusting, and can reduce production to a certain extent
Cost.
Present invention also offers a kind of production technology of fireproof heat insulating assembly concrete curtain wall structure, method are easy easily
OK, running cost is low, is easy to industrial applications.
The preferred embodiment of the present invention is the foregoing is only, is not intended to limit the invention, for this area
For technical staff, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made is any
Modification, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (10)
- A kind of 1. fireproof heat insulating assembly concrete curtain wall structure, it is characterised in that including first partition layer, second partition layer, Top separator layer and bottom baffles layer, the first partition layer are oppositely arranged with the second partition layer, the top separator layer Positioned at the top of the first partition layer and the second partition layer, the bottom baffles layer is located at the first partition layer and institute State the bottom of second partition layer;Reinforcing is surrounded between the first partition layer, the second partition layer, the top separator layer and the bottom baffles layer Space, multiple reinforcing cylinders are provided with the reinforcing space.
- 2. fireproof heat insulating assembly concrete curtain wall structure according to claim 1, it is characterised in that each reinforcing Cylinder includes internal layer concrete column and is sheathed on the outer concrete post of the internal layer concrete column;The internal layer concrete column includes interior layer concrete and inner framework, and the inner framework includes multiple internal layers and indulges muscle and set Multiple internal layer dowels on muscle are indulged located at the internal layer, each internal layer is indulged muscle and is respectively positioned in the internal layer dowel;The outer concrete post includes outer concrete and outer layer skeleton, and the outer layer skeleton is sheathed on the interior layer concrete On, the outer layer skeleton includes multiple outer layer dowels and the multiple outer layers being oppositely arranged indulge muscle, each outer layer dowel Muscle is indulged from an outer layer extend to the vertical muscle of another relative described outer layer.
- 3. fireproof heat insulating assembly concrete curtain wall structure according to claim 2, it is characterised in that the outer layer skeleton Including upper outer layer skeleton and lower outer layer skeleton, the outer layer, which indulges muscle, includes the vertical muscle of multiple upper outer layers and the vertical muscle of multiple lower outer layers, institute Stating outer layer dowel includes multiple upper outer layer dowels and multiple lower outer layer dowels;Outer layer, which indulges muscle and the lower outer layer and indulges the junction of muscle, on described forms casting space, and on described outer layer indulge muscle and The junction that the lower outer layer indulges muscle is provided with and pours frame, it is described pour to offer on frame poured with what the casting space connected Hole.
- 4. fireproof heat insulating assembly concrete curtain wall structure according to claim 2, it is characterised in that the outer layer coagulation Earth pillar is circular columns or rectangular column.
- 5. fireproof heat insulating assembly concrete curtain wall structure according to claim 2, it is characterised in that the outer layer coagulation Soil includes the first concrete layer and the second concrete layer set on first concrete layer.
- 6. fireproof heat insulating assembly concrete curtain wall structure according to claim 5, it is characterised in that first coagulation Soil layer is formed by multiple lightweight concrete blocks, and second concrete layer is formed by multiple fire prevention thermal insulation concrete blocks.
- 7. fireproof heat insulating assembly concrete curtain wall structure according to claim 6, it is characterised in that mixed with described second The first connector is provided with the connected each lightweight concrete block of solidifying soil layer, is connected with first concrete layer every The second connector being engaged with first connector is provided with the individual fire prevention thermal insulation concrete block.
- 8. fireproof heat insulating assembly concrete curtain wall structure according to claim 7, it is characterised in that first connection Part is dovetail tangs, and second connector is dovetail groove.
- 9. a kind of production technology of fireproof heat insulating assembly concrete curtain wall structure according to claim 1, its feature exist In comprising the following steps:Cylinder is reinforced in cast in situs, and installs fixed first partition layer, second partition layer, top separator layer and bottom baffles layer.
- 10. the production technology of fireproof heat insulating assembly concrete curtain wall structure according to claim 9, it is characterised in that The production technology for reinforcing cylinder includes:After the prefabricated pipe of internal layer concrete column is embedded in into specified location, outside prefabricated pipe Inner framework is welded, fixed outer layer skeleton then is installed in specified location;Cast in situs simultaneously installs supporting constraint material and packing material;Cast in situs process includes:After pouring bottom surface with the concrete material of fire prevention thermal insulation, pars intermedia is poured with concrete material Point, then pour top with the concrete material of the fire prevention thermal insulation.
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2411292Y (en) * | 2000-02-25 | 2000-12-20 | 柳今奇 | Frame structure buidling wall |
US7100342B2 (en) * | 2002-07-18 | 2006-09-05 | Wynn Peter Holloway | Building panel |
CN205894488U (en) * | 2016-05-06 | 2017-01-18 | 温州大学 | Double -deck stirrup restraint high -strength concrete composite columns |
CN107035070A (en) * | 2017-05-18 | 2017-08-11 | 贵州中建伟业建设工程有限责任公司 | prefabricated fire-resistance concrete column and preparation method thereof |
CN107060211A (en) * | 2017-05-08 | 2017-08-18 | 姚攀峰 | A kind of reinforced concrete sandwich formula tubing string, superposed type core pipe post and its construction method |
-
2017
- 2017-10-12 CN CN201710945300.0A patent/CN107740517A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2411292Y (en) * | 2000-02-25 | 2000-12-20 | 柳今奇 | Frame structure buidling wall |
US7100342B2 (en) * | 2002-07-18 | 2006-09-05 | Wynn Peter Holloway | Building panel |
CN205894488U (en) * | 2016-05-06 | 2017-01-18 | 温州大学 | Double -deck stirrup restraint high -strength concrete composite columns |
CN107060211A (en) * | 2017-05-08 | 2017-08-18 | 姚攀峰 | A kind of reinforced concrete sandwich formula tubing string, superposed type core pipe post and its construction method |
CN107035070A (en) * | 2017-05-18 | 2017-08-11 | 贵州中建伟业建设工程有限责任公司 | prefabricated fire-resistance concrete column and preparation method thereof |
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