CN206090899U - Heated board subassembly, with its double -layered core wall of making - Google Patents
Heated board subassembly, with its double -layered core wall of making Download PDFInfo
- Publication number
- CN206090899U CN206090899U CN201621091972.7U CN201621091972U CN206090899U CN 206090899 U CN206090899 U CN 206090899U CN 201621091972 U CN201621091972 U CN 201621091972U CN 206090899 U CN206090899 U CN 206090899U
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- China
- Prior art keywords
- mobile jib
- board component
- steel rib
- warming plate
- insulation board
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- Withdrawn - After Issue
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Abstract
The utility model discloses a heated board subassembly, with its double -layered core wall of making belongs to the electric cooking field, and the heated board subassembly includes the heated board, set up on one side of the heated board with the help of spacing fastener and the fixed reinforcing bar net of anchor subassembly, and with the help of spacing fastener formation concrete placement headspace between reinforcing bar net and the heated board, the anchor subassembly including setting up in the steel rib of heated board opposite side, the anchor subassembly is still including the mobile jib that passes reinforcing bar net, spacing fastener, heated board and steel rib in proper order, the mobile jib tip is fixed with the help of retaining member and the locking of steel rib. The construction method includes prefabricated insulation board subassembly, preparation wall structure, props up and establish template, concreting, form removal. Heated board subassembly and to press from both sides the bulk strength of core wall all higher is connected firm more reliably, and the work progress does not restrict by in the place, and simple and convenient more, easy operation has improved the efficiency of construction, synthesizes the cost moreover and is showing and reduce.
Description
Technical field
This utility model belongs to building construction technology field, be related to be incubated board component, and in particular to insulation board component,
With sandwich wall made by it.
Background technology
Insulation board component is the critical piece for making sandwich wall, and sandwich wall is that at the construction field (site), being incubated, board component is inside and outside
Both sides all casting concretes are made.Existing insulation plate component structure is simple, has only included warming plate, and intensity is relatively low,
And after the completion of pouring, connect not solid and reliable enough between warming plate and the concrete of both sides, there is potential safety hazard, and construct
Process is restricted by place, and constructing operation is loaded down with trivial details, low construction efficiency, and comprehensive cost is high.
The content of the invention
This utility model devises insulation board component, with sandwich wall made by it to overcome the defect of prior art, protects
Warm board component intensity is high, convenient to disassembly, time saving and energy saving, made by sandwich wall it is solid and reliable, and work progress does not receive place
Restriction, it is easier, easy to operate, efficiency of construction is improve, comprehensive cost is significantly reduced.
The concrete technical scheme that this utility model is taken is：Insulation board component, including warming plate, it is important to：In insulation
Plate side has additional the bar-mat reinforcement fixed by limited block and anchoring assembly, by limited block between bar-mat reinforcement and warming plate
Concreting headspace is formed, described anchoring assembly includes being arranged at the steel rib of warming plate opposite side, and anchoring assembly is also
Including the mobile jib for sequentially passing through bar-mat reinforcement, limited block, warming plate and steel rib, mobile jib end is solid by locking member and the locking of steel rib
It is fixed.
Described limited block is that the U-shaped steel or V-arrangement steel for arranging is corresponded with mobile jib, and the wall thickness of limited block is 0.2
～2mm, offers the via matched with mobile jib on limited block, the axis of via is vertically arranged with the axis of limited block.
Described locking member is wing nut, and wing nut coordinates with the screw-threaded coupling of setting on mobile jib.
Pad is provided between described steel rib and warming plate, pad is sleeved on mobile jib.
Described steel rib is horizontally disposed along warming plate length direction, and the quantity of steel rib is at least two, and all steel ribs are along guarantor
The short transverse arrangement of warm plate, the vertical spacing between adjacent steel rib is 400～1000mm.
Through same steel rib mobile jib quantity be at least two, the level interval between adjacent mobile jib be 300～
1000mm。
Described steel rib is the channel-section steel that wall thickness is 0.1～2mm, and the through hole matched with mobile jib is offered on steel rib.
Described sandwich wall includes the wall body structure formed by one group of insulation board component in matrix arrangement, in body of wall knot
The medial and lateral of structure are respectively arranged with indoor concrete layer, outdoor concrete layer, bar-mat reinforcement, the limited block being incubated in board component
In being arranged at indoor concrete layer, steel rib, locking member are arranged in outdoor concrete layer, and mobile jib is through at indoor concrete layer, steel
Muscle net, limited block, warming plate, steel rib, locking member extend outdoor concrete layer.
Armored concrete connector is additionally provided with insulation board component in matrix arrangement, armored concrete connector
One end protrusion is locked on the inside of bar-mat reinforcement and with indoor concrete layer, and the other end of armored concrete connector is sequentially passed through
It is locked with outdoor concrete layer after bar-mat reinforcement, warming plate.
The beneficial effects of the utility model are：One end of mobile jib and bar-mat reinforcement are locked, the other end of mobile jib is successively
It is locked with locking member through after bar-mat reinforcement, limited block, warming plate and steel rib, insulation board component and sandwich wall can be improved
Bulk strength, make sandwich wall when connect more solid and reliable between warming plate and the concrete of both sides, it is safe, and
Simple for production, easy to operate, work progress is not restricted by place, and insulation board component can be prefabricated in factory, it is also possible to is applying
Work Assembling, work progress is simple, and efficiency of construction is high, comprehensive cost low.
Description of the drawings
Fig. 1 is the structural representation that board component is incubated in this utility model.
Fig. 2 is the structural representation of sandwich wall in this utility model.
In accompanying drawing, 1 represents outdoor concrete layer, and 2 represent wing nut, and 3 represent steel rib, and 4 represent warming plate, and 5 represent steel
Muscle net, 6 represent limited block, and 7 represent mobile jib, and 8 represent armored concrete connector, and 9 represent indoor concrete layer, and 10 represent pad
Piece.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is elaborated with specific embodiment：
Specific embodiment, as shown in figure 1, insulation board component, including warming plate 4, have additional by limit in the side of warming plate 4
The bar-mat reinforcement 5 that bit card part 6 and anchoring assembly are fixed, forms concrete and pours between bar-mat reinforcement 5 and warming plate 4 by limited block 6
Headspace is built, described anchoring assembly includes being arranged at the steel rib 3 of the opposite side of warming plate 4, and it is 0.1～2mm that steel rib 3 is wall thickness
Channel-section steel, the through hole matched with mobile jib 7 is offered on steel rib 3, draw materials conveniently, low cost.Anchoring assembly also includes wearing successively
The mobile jib 7 of bar-mat reinforcement 5, limited block 6, warming plate 4 and steel rib 3 is crossed, the end of mobile jib 7 is locked by locking member with steel rib 3.
Can strengthen the intensity of warming plate 4 using anchoring assembly, simple structure, easy accessibility, insulation board component can be pre- in factory
Make, it is also possible to assemble at the construction field (site), do not restricted by place, improve efficiency of construction.
Bar-mat reinforcement 5 is positioned using limited block 6, by changing the limited block 6 of different-thickness steel can be adjusted
Spacing between muscle net 5 and warming plate 4, to meet different use demands, simple structure is easy to operate.
Mobile jib 7 is Constructional Steel, is drawn materials conveniently, and low cost is provided with the outer wall of mobile jib 7 inside warming plate 4
Anticorrosive coat, anticorrosive coat is zinc coat, plastics jacket layer, coating or rust preventive coating, and the thickness of anticorrosive coat is 0.01～2mm, can in case
Only mobile jib 7 is corroded, and extends the service life of mobile jib 7.
Limited block 6 is that the U-shaped steel or V-arrangement steel for arranging is corresponded with mobile jib 7, is drawn materials conveniently, low cost, limited block
6 wall thickness is 0.2～2mm, and sufficiently large thickness causes limited block 6 to have sufficiently large intensity so that insulation board component is whole
Body intensity is higher.The via matched with mobile jib 7 is offered on limited block 6, the axis of via hangs down with the axis of limited block 6
It is straight to arrange, it is convenient to disassembly, it is time saving and energy saving.
Locking member is wing nut 2, and wing nut 2 coordinates with the screw-threaded coupling of setting on mobile jib 7, simple structure, cost
It is low, easy disassembly.
Pad 10 is provided between steel rib 3 and warming plate 4, pad 10 is sleeved on mobile jib 7, steel rib 3 can be prevented direct
Contact with warming plate 4 and hurt warming plate 4, heat insulation effect can be better ensured that.
Steel rib 3 is horizontally disposed along the length direction of warming plate 4, and the quantity of steel rib 3 is at least two, and all steel ribs 3 are along insulation
The short transverse arrangement of plate 4, the vertical spacing between adjacent mobile jib 7 is too little, and the quantity of required mobile jib 7 is more, relatively costly, adjacent
Vertical spacing between mobile jib 7 is too big, it is possible to reduce the consumption of mobile jib 7, cost-effective, but the jail of insulation board component integrated connection
Solidity and reliability cannot ensure that bulk strength can be reduced, so through testing repeatedly, by between vertical between adjacent steel rib 3
Away from 400～1000mm is set to, guaranteeing that being incubated board component has sufficiently large intensity and be connected solid and reliable premise
Under, consumption is reduced as far as, it is cost-effective.
Quantity through the mobile jib 7 of same steel rib 3 is at least two, and multiple mobile jibs 7 are linked together group using steel rib 3
One entirety of synthesis so that restriction can be mutually drawn between mobile jib 7, can strengthen the intensity of insulation board component, and make
Easy, easy to operate, work progress is not restricted by place, improves efficiency of construction, so that comprehensive cost is significantly reduced.Adjacent main
Level interval between bar 7 is too little, and the quantity of required mobile jib 7 is more, relatively costly, and the level interval between adjacent mobile jib 7 is too big,
The consumption of mobile jib 7 can be reduced, it is cost-effective, but the fastness and reliability of insulation board component integrated connection cannot ensure, it is whole
Body intensity can be reduced, so through testing repeatedly, the level interval between adjacent mobile jib 7 is set to into 300～1000mm, true
On the premise of insulation board component bulk strength, the fastness of connection and reliability, consumption is reduced as far as, it is cost-effective.
Using compound sandwich wall is incubated made by insulation board component, described sandwich wall is included by one group in matrix arrangement
The wall body structure that formed of insulation board component, be respectively arranged with indoor concrete layer 9, outdoor mixed in the medial and lateral of wall body structure
Solidifying soil layer 1, the bar-mat reinforcement 5 being incubated in board component, limited block 6 are arranged in indoor concrete layer 9, and steel rib 3, locking member is arranged
In outdoor concrete layer 1, mobile jib 7 is through at indoor concrete layer 9, bar-mat reinforcement 5, limited block 6, warming plate 4, steel rib 3, locking
Part extends outdoor concrete layer 1.Steel rib 3, locking member, the outboard end of mobile jib 7, pad 10 are all locked with outdoor concrete layer 1
Fixed, bar-mat reinforcement 5, limited block 6, the medial extremity of mobile jib 7 are all locked with indoor concrete layer 9 so that warming plate 4 and two
Connection between the concrete of side is more solid and reliable, can strengthen the overall intensity of warming plate 4 and sandwich wall.
Steel wire lamella is provided with outdoor concrete layer 1, when warming plate 4 is used, dew is easily condensed on warming plate 4,
Once steel wire lamella is easy for being corroded for metal material contact wetting, steel rib 3 can prevent from protecting as a physical isolation layer
Warm plate 4 is contacted with steel wire lamella, extends the service life of steel wire lamella.When pouring, outdoor concrete layer 1 has wrapped up in steel rib 3
Come, be not result in that steel rib 3 is corroded, and because steel rib 3 is padded between warming plate 4 and steel wire lamella so that steel wire lamella energy
It is enough to submerge completely in concrete, connect more solid and reliable.
Mobile jib 7 is horizontally disposed with, and mobile jib 7 is provided with positioned at one end of indoor concrete layer 9 and be vertically arranged with connecting rod 7 and solid
The kink of fixed connection, can increase the contact area of mobile jib 7 and indoor concrete layer 9 so that the integrated connection of sandwich wall is more
Plus it is solid and reliable, can further increase the intensity of sandwich wall.Bending part is positioned in the inner side of bar-mat reinforcement 5 with the clamping of bar-mat reinforcement 5,
So that the connection between connecting rod 7 and bar-mat reinforcement 5 is more solid and reliable.
Wing nut 2 is fixedly connected and symmetrically arranged two wings including nut body with nut body, not only
It is easy for installation, but also can form a fixed connection with the outdoor concrete layer 1 for pouring by wings, contact area is big,
It is connected firmly, good integrity, and after wings are fixed together with outdoor concrete layer 1, if outdoor concrete layer 1
Raw displacement, by the connection between wings, nut body, mobile jib 7, directly can act on power on mobile jib 7, it is to avoid
Soft warming plate 4 bears active force, can extend the warming plate 4 and sandwich wall overall life-span.
The all mobile jibs 7 on the insulation board component in same level can be linked together using a steel rib 3,
When a stress of mobile jib 7 shifts, strength can pass to outdoor concrete layer 1 and in same level by steel rib 3
On other mobile jibs 7, under the collective effect of outdoor concrete layer 1 and other mobile jibs 7, skew mobile jib 7 can be greatly reduced
Offset distance, reduces deformation of wall degree, the intensity overall so as to strengthen sandwich wall so that the connection of sandwich wall more safely may be used
Lean on.
Armored concrete connector 8, armored concrete connector 8 are additionally provided with insulation board component in matrix arrangement
One end protrusion be locked in the inner side of bar-mat reinforcement 5 and with indoor concrete layer 9, the other end of armored concrete connector 8 according to
It is secondary to be locked with outdoor concrete layer 1 through after bar-mat reinforcement 5, warming plate 4.With the phase of armored concrete connector 8 on warming plate 4
Corresponding position offers hole of encorbelmenting, the outdoor concrete layer 1 corresponding with armored concrete connector 8 and indoor concrete layer
9 directly connect by armored concrete connector 8 so that the position intensity is higher, and outdoor concrete layer 1 herein has enough
Big intensity arranges the affiliated facilities such as air conditoner support.The outdoor concrete layer 1 of armored concrete connector 8 and its surrounding is collectively forming
Cantilevered structure, armored concrete connector 8 is not contacted with the hole of encorbelmenting on warming plate 4, although cantilevered structure can form cold bridge,
But it is because simply putting contact, and the diameter or Breadth Maximum of armored concrete connector 8 is less than or equal to 200mm, and inside sets
Structural steel muscle or in addition ad hoc drawknot reinforcing bar are equipped with, and in the outer surface of warming plate 4 residing for armored concrete connector 8
Isothermal holding is carried out, so little to integral heat insulation influential effect.
Using the construction method that compound sandwich wall is incubated made by insulation board component, described method is comprised the following steps：
A, prefabricated thermal insulation board component：Be prefabricated in the factory insulation board component or at the construction field (site) by one end of mobile jib 7 according to
Secondary is that wing nut 2 is locked with locking member through after limited block 6, warming plate 4 and steel rib 3, the other end and steel of mobile jib 7
Muscle net 5 is locked, according to the stress size of concrete sandwich wall, by the length of the mesh of bar-mat reinforcement 5 be set to 50～200mm,
Width is set to 50～200mm, and the diameter of reinforcing bar used by bar-mat reinforcement 5 is set to 2～8mm, the length of warming plate 4, height, thickness
50～5000mm, 50～5000mm, 10～300mm are respectively set to, the diameter of mobile jib 7 is set to 3～20mm, is preferably incubated
The length of plate 4 and highly equal, and with the increase of the length of warming plate 4, the thickness of warming plate 4 also can increase；
B, making wall body structure：The quantity of board component is incubated according to needed for the size of sandwich wall determines, by all warming plates
Component forms wall body structure in matrix arrangement, and all bar-mat reinforcements 5 of wall body structure are all consolidated with the wall steel bar in constructing operation face
Fixed connection；
C, supporting module：In inside and outside both sides all supporting modules of wall body structure, the template of inner side is pre- positioned at concreting
Spacing inner side, the cavity between the template and wall body structure of both sides formed it is inside and outside pour chamber, according to receiving for concrete sandwich wall
Power size, by the inside and outside thickness for pouring chamber i.e. inner side template to the horizontal range between warming plate 4, outboard template to warming plate 4
Between horizontal range be respectively set to 50～300mm, 30～100mm；
D, casting concrete：Intracavity Pouring concrete at the same time is poured to inside and outside obtained in step C, that is, forms outdoor coagulation
Soil layer 1 and indoor concrete layer 9, steel rib 3 and locking member are all fixedly connected with outdoor concrete layer 1, bar-mat reinforcement 5 and limited block
6 are all fixedly connected with indoor concrete layer 9；
E, form removal：After the concrete setting of outdoor concrete layer 1 and indoor concrete layer 9, by wall body structure,
The template of outer both sides is all removed and reclaimed.
This utility model is locked one end of mobile jib 7 with bar-mat reinforcement 5, and the other end of mobile jib 7 sequentially passes through bar-mat reinforcement
5th, it is locked with wing nut 2 after limited block 6, warming plate 4 and steel rib 3, the bulk strength of insulation board component can be improved,
And it is simple for production, easy to operate, work progress is not restricted by place, and insulation board component can be prefabricated in factory, it is also possible to
Assemble at the construction field (site), work progress is simple, efficiency of construction is high, comprehensive cost low.Using folder made by this insulation board component
Core wall, the connection between warming plate and both sides concrete is more solid and reliable, and intensity is high, and safety is good.
Claims (9)
1. board component, including warming plate (4) are incubated, it is characterised in that：Have additional by limited block in warming plate (4) side
(6) and anchoring assembly fix bar-mat reinforcement (5), between bar-mat reinforcement (5) and warming plate (4) by limited block (6) formation coagulation
Soil pours headspace, and described anchoring assembly includes being arranged at the steel rib (3) of warming plate (4) opposite side, and anchoring assembly is also wrapped
The mobile jib (7) for sequentially passing through bar-mat reinforcement (5), limited block (6), warming plate (4) and steel rib (3) is included, mobile jib (7) end is by lock
Tight part is locked with steel rib (3).
2. insulation board component according to claim 1, it is characterised in that：Described limited block (6) is and mobile jib (7)
The one U-shaped steel being correspondingly arranged or V-arrangement steel, the wall thickness of limited block (6) is 0.2～2mm, and limited block is offered and master on (6)
The via that bar (7) matches, axis and the axis of limited block (6) of via are vertically arranged.
3. insulation board component according to claim 1, it is characterised in that：Described locking member be wing nut (2), butterfly
Nut (2) coordinates with the screw-threaded coupling of setting on mobile jib (7).
4. insulation board component according to claim 1, it is characterised in that：Set between described steel rib (3) and warming plate (4)
Pad (10) is equipped with, pad (10) is sleeved on mobile jib (7).
5. insulation board component according to claim 1, it is characterised in that：Described steel rib (3) is along warming plate (4) length side
To being horizontally disposed with, the quantity of steel rib (3) is at least two, and all steel ribs (3) are arranged along the short transverse of warming plate (4), adjacent
Vertical spacing between steel rib (3) is 400～1000mm.
6. insulation board component according to claim 5, it is characterised in that：Through the quantity of the mobile jib (7) of same steel rib (3)
For at least two, the level interval between adjacent mobile jib (7) is 300～1000mm.
7. insulation board component according to claim 1, it is characterised in that：It is 0.1～2mm that described steel rib (3) is wall thickness
Channel-section steel, the through hole matched with mobile jib (7) is offered on steel rib (3).
8. using insulation compound sandwich wall made by the insulation board component described in claim 1, it is characterised in that：Described sandwich
Wall includes the wall body structure formed by one group of insulation board component in matrix arrangement, sets respectively in the medial and lateral of wall body structure
Indoor concrete layer (9), outdoor concrete layer (1) are equipped with, the bar-mat reinforcement (5) being incubated in board component, limited block (6) are arranged at
In indoor concrete layer (9), steel rib (3), locking member are arranged in outdoor concrete layer (1), and mobile jib (7) is through at indoor concrete
Layer (9), bar-mat reinforcement (5), limited block (6), warming plate (4), steel rib (3), locking member extend outdoor concrete layer (1).
9. compound sandwich wall is incubated made by the insulation board component described in utilization claim 1 according to claim 8, its
It is characterised by：Armored concrete connector (8), armored concrete connection are additionally provided with insulation board component in matrix arrangement
One end protrusion of body (8) is locked in bar-mat reinforcement (5) inner side and with indoor concrete layer (9), armored concrete connector (8)
The other end sequentially pass through bar-mat reinforcement (5), warming plate (4) and be locked with outdoor concrete layer (1) afterwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621091972.7U CN206090899U (en) | 2016-09-29 | 2016-09-29 | Heated board subassembly, with its double -layered core wall of making |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621091972.7U CN206090899U (en) | 2016-09-29 | 2016-09-29 | Heated board subassembly, with its double -layered core wall of making |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090899U true CN206090899U (en) | 2017-04-12 |
Family
ID=58481840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621091972.7U Withdrawn - After Issue CN206090899U (en) | 2016-09-29 | 2016-09-29 | Heated board subassembly, with its double -layered core wall of making |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090899U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193351A (en) * | 2016-09-29 | 2016-12-07 | 张晶廷 | Warming plate assembly, the sandwich wall made with it and the construction method of sandwich wall |
| CN108532789A (en) * | 2018-04-27 | 2018-09-14 | 许玉江 | A kind of reduced form heat-preserving wall and its form of construction work |
| CN108915117A (en) * | 2018-08-20 | 2018-11-30 | 广骏新材料科技有限公司 | A kind of cast-in-place concrete built-in heat insulation wall and construction method |
| CN111502083A (en) * | 2020-01-21 | 2020-08-07 | 北京首钢建设集团有限公司 | Method for preventing C L plate from shifting |
-
2016
- 2016-09-29 CN CN201621091972.7U patent/CN206090899U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193351A (en) * | 2016-09-29 | 2016-12-07 | 张晶廷 | Warming plate assembly, the sandwich wall made with it and the construction method of sandwich wall |
| CN106193351B (en) * | 2016-09-29 | 2019-05-21 | 张晶廷 | The construction method of insulation board assembly, sandwich wall and sandwich wall made of it |
| CN108532789A (en) * | 2018-04-27 | 2018-09-14 | 许玉江 | A kind of reduced form heat-preserving wall and its form of construction work |
| CN108915117A (en) * | 2018-08-20 | 2018-11-30 | 广骏新材料科技有限公司 | A kind of cast-in-place concrete built-in heat insulation wall and construction method |
| CN111502083A (en) * | 2020-01-21 | 2020-08-07 | 北京首钢建设集团有限公司 | Method for preventing C L plate from shifting |
| CN111502083B (en) * | 2020-01-21 | 2023-06-30 | 北京首钢建设集团有限公司 | Method for preventing CL board from shifting |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170412 Effective date of abandoning: 20190521 |
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| AV01 | Patent right actively abandoned |