CN106193351A - Warming plate assembly, the sandwich wall made with it and the construction method of sandwich wall - Google Patents
Warming plate assembly, the sandwich wall made with it and the construction method of sandwich wall Download PDFInfo
- Publication number
- CN106193351A CN106193351A CN201610861496.0A CN201610861496A CN106193351A CN 106193351 A CN106193351 A CN 106193351A CN 201610861496 A CN201610861496 A CN 201610861496A CN 106193351 A CN106193351 A CN 106193351A
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- Prior art keywords
- warming plate
- mobile jib
- bar
- plate assembly
- steel rib
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- 238000010792 warming Methods 0.000 title claims abstract description 120
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000004567 concrete Substances 0.000 claims abstract description 93
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 83
- 239000010959 steel Substances 0.000 claims abstract description 83
- 230000002787 reinforcement Effects 0.000 claims abstract description 42
- 238000004873 anchoring Methods 0.000 claims abstract description 13
- 238000009413 insulation Methods 0.000 claims abstract description 12
- 238000005266 casting Methods 0.000 claims abstract description 5
- 239000011159 matrix material Substances 0.000 claims description 9
- 150000001875 compounds Chemical class 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 230000000712 assembly Effects 0.000 claims 1
- 238000000429 assembly Methods 0.000 claims 1
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 abstract description 12
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 241000446313 Lamella Species 0.000 description 6
- 210000003205 muscle Anatomy 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical group [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 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
- 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
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Building Environments (AREA)
Abstract
The invention discloses warming plate assembly, the sandwich wall made with it and the construction method of sandwich wall, belong to building construction technology field, warming plate assembly includes warming plate, the bar-mat reinforcement fixing by limited block and anchoring assembly is had additional in warming plate side, concreting headspace is formed by limited block between bar-mat reinforcement and warming plate, described anchoring assembly includes the steel rib being arranged at warming plate opposite side, anchoring assembly also includes sequentially passing through bar-mat reinforcement, limited block, warming plate and the mobile jib of steel rib, and mobile jib end is locked with steel rib by locking member.Construction method includes prefabricated thermal insulation board component, makes wall body structure, installs template, casting concrete, form removal.The bulk strength of warming plate assembly and sandwich wall is the highest, connects more solid and reliable, and work progress is not restricted by place, easier, easily operate, and improves efficiency of construction, and comprehensive cost significantly reduces.
Description
Technical field
The invention belongs to building construction technology field, relate to warming plate assembly, be specifically related to warming plate assembly, use it
The sandwich wall made and the construction method of sandwich wall.
Background technology
Warming plate assembly is the critical piece making sandwich wall, and sandwich wall is at the construction field (site), inside and outside at warming plate assembly
Both sides all casting concretes are made.Existing warming plate modular construction is simple, has only included warming plate, and intensity is relatively low,
And after having poured, it is connected the most solid and reliable 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, and efficiency of construction is low, and comprehensive cost is high.
Summary of the invention
The present invention, in order to overcome the defect of prior art, devises warming plate assembly, the sandwich wall made with it and sandwich
The construction method of wall, warming plate component strength is high, and convenient to disassembly, time saving and energy saving, the sandwich wall made is solid and reliable, and executes
Work process is not restricted by place, easier, easily operate, and improves efficiency of construction, and comprehensive cost significantly reduces.
The concrete technical scheme that the present invention is taked is: warming plate assembly, including warming plate, it is important to: at warming plate one
Side has additional the bar-mat reinforcement fixing by limited block and anchoring assembly, is formed by limited block between bar-mat reinforcement and warming plate
Concreting headspace, described anchoring assembly includes the steel rib being arranged at warming plate opposite side, and anchoring assembly also includes
Sequentially passing through bar-mat reinforcement, limited block, warming plate and the mobile jib of steel rib, mobile jib end is locked with steel rib by locking member.
Described limited block is the U-shaped steel or V-arrangement steel arranged with mobile jib one_to_one corresponding, and the wall thickness of limited block is 0.2
～2mm, limited block offers the via matched with mobile jib, 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 arranged on mobile jib.
Being provided with pad between described steel rib and warming plate, pad is sleeved on mobile jib.
Described steel rib is horizontally disposed with along warming plate length direction, and the quantity of steel rib is at least two, and all steel ribs are along protecting
The short transverse arrangement of temperature plate, the vertical spacing between adjacent steel rib is 400～1000mm.
Quantity through the mobile jib of same steel rib is at least two, the level interval between adjacent mobile jib be 300～
1000mm。
Described steel rib be wall thickness be the channel-section steel of 0.1～2mm, steel rib offers the through hole matched with mobile jib.
Described sandwich wall includes the wall body structure formed by one group of warming plate assembly in matrix arrangement, ties at body of wall
The medial and lateral of structure are respectively arranged with indoor concrete layer, outdoor concrete layer, the bar-mat reinforcement in warming plate assembly, limited block
Being arranged in 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 it is additionally provided with on warming plate assembly in matrix arrangement, armored concrete connector
One end is protruded inside bar-mat reinforcement and is locked with indoor concrete layer, and the other end of armored concrete connector sequentially passes through
It is locked with outdoor concrete layer after bar-mat reinforcement, warming plate.
A kind of construction method being incubated compound sandwich wall, it is important to: described method comprises the following steps:
A, prefabricated thermal insulation board component: be prefabricated in the factory warming plate assembly or at the construction field (site) by one end of mobile jib successively
Being locked with locking member after limited block, warming plate and steel rib, the other end of mobile jib is locked with bar-mat reinforcement；
B, making wall body structure: determine the quantity of required warming plate assembly according to the size of sandwich wall, by all warming plates
Assembly is that matrix arrangement forms wall body structure, and all bar-mat reinforcements of wall body structure all wall steel bars with constructing operation face are fixed
Connect；
C, install template: all install template in the inside and outside both sides of wall body structure, between template and the wall body structure of both sides
Cavity is formed and inside and outside pours chamber；
D, casting concrete: inside and outside pour the outer coagulation of intracavity Pouring concrete at the same time, i.e. forming chamber to what step C prepared
Soil layer and indoor concrete layer, steel rib and locking member are all fixing with outdoor concrete layer to be connected, bar-mat reinforcement and limited block all with
Indoor concrete layer is fixing to be connected；
E, form removal: after the concrete setting of outdoor concrete layer and indoor concrete layer, wall body structure is inside and outside
The template of both sides is all removed and reclaims.
The invention has the beneficial effects as follows: be locked with bar-mat reinforcement one end of mobile jib, the other end of mobile jib sequentially passes through
It is locked with locking member after bar-mat reinforcement, limited block, warming plate and steel rib, the whole of warming plate assembly and sandwich wall can be improved
Body intensity, is connected more solid and reliable between warming plate and the concrete of both sides when making sandwich wall, safety is high, and makes
Easy, easily operate, work progress is not restricted by place, and warming plate assembly can be prefabricated in factory, it is also possible to existing in construction
Field assembles, and work progress is simple, and efficiency of construction is high, and comprehensive cost is low.
Accompanying drawing explanation
Fig. 1 is the structural representation of warming plate assembly in the present invention.
Fig. 2 is the structural representation of sandwich wall in the present invention.
In accompanying drawing, the outer concrete layer of 1 agent's room, 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, 9 agent's room inner concrete layers, and 10 represent pad
Sheet.
Detailed description of the invention
With specific embodiment, the present invention is elaborated below in conjunction with the accompanying drawings:
Specific embodiment, as it is shown in figure 1, warming plate assembly, including warming plate 4, has additional by limit in warming plate 4 side
The bar-mat reinforcement 5 that bit card part 6 and anchoring assembly are fixed, forms concrete by limited block 6 between bar-mat reinforcement 5 and warming plate 4 and waters
Building headspace, described anchoring assembly includes the steel rib 3 being arranged at warming plate 4 opposite side, steel rib 3 be wall thickness be 0.1～2mm
Channel-section steel, steel rib 3 offers the through hole matched with mobile jib 7, draws materials conveniently, low cost.Anchoring assembly also includes wearing successively
Crossing the mobile jib 7 of bar-mat reinforcement 5, limited block 6, warming plate 4 and steel rib 3, mobile jib 7 end is locked with steel rib 3 by locking member.
Utilizing anchoring assembly can strengthen the intensity of warming plate 4, simple in construction, easy accessibility, warming plate assembly 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.
Utilize limited block 6 that bar-mat reinforcement 5 is positioned, steel can be regulated by changing the limited block 6 of different-thickness
Spacing between muscle net 5 and warming plate 4, to meet different use demands, simple in construction, easy to operate.
Mobile jib 7 is Constructional Steel, draws materials conveniently, and low cost is positioned on mobile jib 7 outer wall within warming plate 4 and is provided with
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 the U-shaped steel or V-arrangement steel arranged with mobile jib 7 one_to_one corresponding, draws materials conveniently, low cost, limited block
The wall thickness of 6 is 0.2～2mm, and sufficiently large thickness makes limited block 6 have sufficiently large intensity so that warming plate assembly is whole
Body intensity is higher.Offering the via matched with mobile jib 7 on limited block 6, the axis of via hangs down with the axis of limited block 6
Straight setting, convenient to disassembly, time saving and energy saving.
Locking member is wing nut 2, and wing nut 2 coordinates with the screw-threaded coupling arranged on mobile jib 7, simple in construction, cost
Low, easy disassembly.
Being provided with pad 10 between steel rib 3 and warming plate 4, pad 10 is sleeved on mobile jib 7, is possible to prevent steel rib 3 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 with along warming plate 4 length direction, and the quantity of steel rib 3 is at least two, and all steel rib 3 is along insulation
The short transverse arrangement of plate 4, the vertical spacing between adjacent mobile jib 7 is the least, and required mobile jib 7 quantity is more, relatively costly, adjacent
Vertical spacing between mobile jib 7 is the biggest, it is possible to reduce mobile jib 7 consumption, cost-effective, but the jail of warming plate assembly integrated connection
Solidity and reliability cannot ensure, bulk strength can reduce, so through repeatedly testing, by between vertical between adjacent steel rib 3
Away from being set to 400～1000mm, guaranteeing that warming plate assembly has sufficiently large intensity and the solid and reliable premise of integrated connection
Under, it is reduced as far as consumption, cost-effective.
Quantity through the mobile jib 7 of same steel rib 3 is at least two, utilizes steel rib 3 to be linked together by multiple mobile jibs 7 group
Synthesize an entirety so that can mutually draw restriction between mobile jib 7, the intensity of warming plate assembly can be strengthened, and make
Easy, easily operate, work progress is not restricted by place, improves efficiency of construction, so that comprehensive cost significantly reduces.Adjacent main
Level interval between bar 7 is the least, and required mobile jib 7 quantity is more, relatively costly, and the level interval between adjacent mobile jib 7 is too big,
Mobile jib 7 consumption can be reduced, cost-effective, but the fastness of warming plate assembly integrated connection and reliability cannot ensure, whole
Body intensity can reduce, so through repeatedly testing, the level interval between adjacent mobile jib 7 being set to 300～1000mm, really
On the premise of protecting warming plate assembly bulk strength, the fastness of connection and reliability, it is reduced as far as consumption, cost-effective.
Utilizing the insulation compound sandwich wall that warming plate assembly is made, described sandwich wall includes by one group in matrix arrangement
The wall body structure that formed of warming plate assembly, be respectively arranged with indoor concrete layer 9, outdoor mixed in the medial and lateral of wall body structure
Coagulating soil layer 1, the bar-mat reinforcement 5 in warming plate assembly, limited block 6 are arranged in indoor concrete layer 9, and steel rib 3, locking member are 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
Fixing, 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 warming plate 4 and the intensity of sandwich wall entirety.
It is provided with steel wire lamella in outdoor concrete layer 1, when warming plate 4 uses, warming plate 4 easily condenses dew,
Steel wire lamella is that metal material once contact wetting is easy for being corroded, and steel rib 3, as a physical isolation layer, is possible to prevent to protect
Temperature plate 4 contacts with steel wire lamella, extends the service life of steel wire lamella.When pouring, steel rib 3 has been wrapped up by outdoor concrete layer 1
Come, be not result in that steel rib 3 is corroded, and owing to steel rib 3 pads between warming plate 4 and steel wire lamella so that steel wire lamella energy
Enough submerge completely in concrete, connect more solid and reliable.
Mobile jib 7 is horizontally disposed with, and mobile jib 7 is positioned at one end of indoor concrete layer 9 and is provided with and is vertically arranged with connecting rod 7 and solid
The fixed kink connected, can increase the contact area of mobile jib 7 and indoor concrete layer 9 so that the integrated connection of sandwich wall is more
Add solid and reliable, the intensity of sandwich wall can be increased further.Bending part positions with bar-mat reinforcement 5 clamping inside bar-mat reinforcement 5,
Make the connection between connecting rod 7 and bar-mat reinforcement 5 more solid and reliable.
Wing nut 2 includes that nut body and nut body are fixing and is connected and symmetrically arranged two wings, not only
Easy for installation, but also can form a fixed connection with the outdoor concrete layer 1 poured by wings, contact area is big,
It is connected firmly, good integrity, and after wings is fixed together with outdoor concrete layer 1, if outdoor concrete layer 1
Raw displacement, by the connection between wings, nut body, mobile jib 7, can directly act on mobile jib 7 by power, it is to avoid
Soft warming plate 4 bears active force, can extend warming plate 4 and the life-span of sandwich wall entirety.
A steel rib 3 is utilized to be linked together by all mobile jibs 7 being in same level on this warming plate assembly,
When mobile jib 7 stress occurs skew, strength can pass to outdoor concrete layer 1 by steel rib 3 and be in same level
On other mobile jib 7, under the common effect of outdoor concrete layer 1 and other mobile jib 7, skew mobile jib 7 can be greatly reduced
Offset distance, reduces deformation of wall degree, thus strengthens the intensity that sandwich wall is overall so that the connection of sandwich wall more safely may be used
Lean on.
Armored concrete connector 8, armored concrete connector 8 it is additionally provided with on warming plate assembly in matrix arrangement
One end protrude inside bar-mat reinforcement 5 and with indoor concrete layer 9 and be locked, the other end of armored concrete connector 8 depends on
Secondary it is locked through after bar-mat reinforcement 5, warming plate 4 with outdoor concrete layer 1.With armored concrete connector 8 phase 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 this position intensity is higher, and outdoor concrete layer 1 herein has enough
Big intensity arranges the affiliated facilities such as air conditoner support.Armored concrete connector 8 and outdoor concrete layer 1 about are collectively forming
Cantilevered structure, armored concrete connector 8 does not contact with the hole of encorbelmenting on warming plate 4, although cantilevered structure can form cold bridge,
But being because simply point cantact, and the diameter of armored concrete connector 8 or Breadth Maximum are less than or equal to 200mm, inside sets
It is equipped with structural steel muscle or other ad hoc drawknot reinforcing bar, and at warming plate 4 outer surface residing for armored concrete connector 8
Carry out isothermal holding, thus little to integral heat insulation influential effect.
Utilizing the construction method being incubated compound sandwich wall that warming plate assembly is made, described method comprises the following steps:
A, prefabricated thermal insulation board component: be prefabricated in the factory warming plate assembly or depended on one end of mobile jib 7 at the construction field (site)
Secondary it is locked with locking member i.e. wing nut 2 after limited block 6, warming plate 4 and steel rib 3, the other end of mobile jib 7 and steel
Muscle net 5 is locked, according to the stress size of concrete sandwich wall, the length of bar-mat reinforcement 5 mesh is set to 50～200mm,
Width is set to 50～200mm, and used by bar-mat reinforcement 5, the diameter of reinforcing bar is set to 2～8mm, the length of warming plate 4, highly, thickness
Being respectively set to 50～5000mm, 50～5000mm, 10～300mm, the diameter of mobile jib 7 is set to 3～20mm, is preferably insulation
Length and the height of plate 4 are equal, and along with the increase of warming plate 4 length, the thickness of warming plate 4 also can increase；
B, making wall body structure: determine the quantity of required warming plate assembly according to the size of sandwich wall, by all warming plates
Assembly is that matrix arrangement forms wall body structure, and all bar-mat reinforcements 5 of wall body structure are all solid with the wall steel bar in constructing operation face
Fixed connection；
C, install template: all installing template in the inside and outside both sides of wall body structure, it is pre-that the template of inner side is positioned at concreting
Inside spacing, the cavity between template and the wall body structure of both sides is formed and inside and outside pours chamber, according to being subject to of concrete sandwich wall
Power size, by the horizontal range between the inside and outside thickness i.e. inner side template pouring chamber to warming plate 4, outboard template to warming plate 4
Between horizontal range be respectively set to 50～300mm, 30～100mm；
D, casting concrete: inside and outside pour the outer coagulation of intracavity Pouring concrete at the same time, i.e. forming chamber to what step C prepared
Soil layer 1 and indoor concrete layer 9, steel rib 3 and locking member are all fixing with outdoor concrete layer 1 to be connected, bar-mat reinforcement 5 and limited block
6 all fixing with indoor concrete layer 9 are connected；
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 reclaims.
One end of mobile jib 7 is locked by the present invention with bar-mat reinforcement 5, and the other end of mobile jib 7 sequentially passes through bar-mat reinforcement 5, limit
It is locked with wing nut 2 after bit card part 6, warming plate 4 and steel rib 3, the bulk strength of warming plate assembly can be improved, and
Simple for production, easily operate, work progress is not restricted by place, and warming plate assembly can be prefabricated in factory, it is also possible to is executing
Work Assembling, work progress is simple, and efficiency of construction is high, and comprehensive cost is low.Utilize the sandwich wall that this warming plate assembly is made,
Connection between warming plate and both sides concrete is more solid and reliable, and intensity is high, and safety is good.
Claims (10)
1. warming plate assembly, including warming plate (4), it is characterised in that: have additional by limited block in warming plate (4) side
(6) and the fixing bar-mat reinforcement (5) of anchoring assembly, by limited block (6) formation coagulation between bar-mat reinforcement (5) and warming plate (4)
Soil pours headspace, and described anchoring assembly includes the steel rib (3) being arranged at warming plate (4) opposite side, and anchoring assembly also wraps
Including the mobile jib (7) sequentially passing through bar-mat reinforcement (5), limited block (6), warming plate (4) and steel rib (3), mobile jib (7) end is by lock
Tight part is locked with steel rib (3).
Warming plate assembly the most according to claim 1, it is characterised in that: described limited block (6) is and mobile jib (7)
U-shaped steel that one is correspondingly arranged or V-arrangement steel, the wall thickness of limited block (6) is 0.2～2mm, limited block (6) offers with main
The via that bar (7) matches, the axis of via is vertically arranged with the axis of limited block (6).
Warming plate assembly the most according to claim 1, it is characterised in that: described locking member is wing nut (2), butterfly
Nut (2) screw-threaded coupling that arranges upper with mobile jib (7) coordinates.
Warming plate assembly the most according to claim 1, it is characterised in that: set between described steel rib (3) and warming plate (4)
Being equipped with pad (10), pad (10) is sleeved on mobile jib (7).
Warming plate assembly the most 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.
Warming plate assembly the most 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.
Warming plate assembly the most according to claim 1, it is characterised in that: described steel rib (3) be wall thickness be 0.1～2mm
Channel-section steel, steel rib (3) offers the through hole matched with mobile jib (7).
8. utilize the insulation compound sandwich wall that the warming plate assembly described in claim 1 is made, it is characterised in that: described sandwich
Wall includes the wall body structure formed by one group of warming plate assembly in matrix arrangement, sets respectively in the medial and lateral of wall body structure
Being equipped with indoor concrete layer (9), outdoor concrete layer (1), bar-mat reinforcement (5), limited block (6) in warming plate assembly 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).
The insulation compound sandwich wall that the warming plate assembly utilized described in claim 1 the most according to claim 8 is made, its
Being characterised by: be additionally provided with armored concrete connector (8) on the warming plate assembly in matrix arrangement, armored concrete connects
One end of body (8) is protruded in bar-mat reinforcement (5) inner side and is locked 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.
10. the construction method of an insulation compound sandwich wall as claimed in claim 6, it is characterised in that: described method bag
Include following steps:
A, prefabricated thermal insulation board component: be prefabricated in the factory warming plate assembly or at the construction field (site) by one end of mobile jib (7) successively
It is locked with locking member afterwards through limited block (6), warming plate (4) and steel rib (3), the other end of mobile jib (7) and bar-mat reinforcement
(5) it is locked；
B, making wall body structure: determine the quantity of required warming plate assembly according to the size of sandwich wall, by all warming plate assemblies
Form wall body structure in matrix arrangement, all bar-mat reinforcements (5) of wall body structure all wall steel bars with constructing operation face are fixed
Connect；
C, install template: all install template in the inside and outside both sides of wall body structure, the cavity between template and the wall body structure of both sides
Formed and inside and outside pour chamber；
D, casting concrete: inside and outside pour the outer concrete layer of intracavity Pouring concrete at the same time, i.e. forming chamber to what step C prepared
And indoor concrete layer (9) (1), steel rib (3) and locking member are all fixing with outdoor concrete layer (1) to be connected, bar-mat reinforcement (5) and limiting
Bit card part (6) is all fixing with indoor concrete layer (9) to be connected；
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 reclaims.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610861496.0A CN106193351B (en) | 2016-09-29 | 2016-09-29 | The construction method of insulation board assembly, sandwich wall and sandwich wall made of it |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610861496.0A CN106193351B (en) | 2016-09-29 | 2016-09-29 | The construction method of insulation board assembly, sandwich wall and sandwich wall made of it |
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| Publication Number | Publication Date |
|---|---|
| CN106193351A true CN106193351A (en) | 2016-12-07 |
| CN106193351B CN106193351B (en) | 2019-05-21 |
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| CN201610861496.0A Active CN106193351B (en) | 2016-09-29 | 2016-09-29 | The construction method of insulation board assembly, sandwich wall and sandwich wall made of it |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952280A (en) * | 2018-08-16 | 2018-12-07 | 河南工业大学 | The casting method of grain storage horizontal warehouse and grain storage horizontal warehouse wall |
| CN109577642A (en) * | 2018-12-29 | 2019-04-05 | 广西建工集团第五建筑工程有限责任公司 | A kind of casting modular system of the sandwich partition wall of cast-in-place concrete with plastic extrusion heated board and its construction method for casting |
| CN109914606A (en) * | 2019-04-28 | 2019-06-21 | 安徽建筑大学 | A kind of point claw connector and its construction installation method for composite thermal-insulating wall |
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| CN109577642B (en) * | 2018-12-29 | 2023-10-27 | 广西建工集团第五建筑工程有限责任公司 | Casting mould system of cast-in-place concrete sandwich partition wall with extrusion molding heat preservation plate and construction method for casting mould system |
| CN109914606A (en) * | 2019-04-28 | 2019-06-21 | 安徽建筑大学 | A kind of point claw connector and its construction installation method for composite thermal-insulating wall |
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