CN208918256U - A kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open - Google Patents
A kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open Download PDFInfo
- Publication number
- CN208918256U CN208918256U CN201821117513.0U CN201821117513U CN208918256U CN 208918256 U CN208918256 U CN 208918256U CN 201821117513 U CN201821117513 U CN 201821117513U CN 208918256 U CN208918256 U CN 208918256U
- Authority
- CN
- China
- Prior art keywords
- layer
- steel bar
- adiabator
- internal layer
- mesh sheet
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004321 preservation Methods 0.000 title claims abstract description 19
- 150000001875 compounds Chemical class 0.000 title claims abstract description 14
- 239000010410 layer Substances 0.000 claims abstract description 78
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 37
- 210000001015 abdomen Anatomy 0.000 claims abstract description 29
- 239000002344 surface layer Substances 0.000 claims abstract description 21
- 239000004744 fabric Substances 0.000 claims abstract description 13
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 229920000642 polymer Polymers 0.000 claims description 4
- 229910003460 diamond Inorganic materials 0.000 claims description 3
- 239000010432 diamond Substances 0.000 claims description 3
- 239000008267 milk Substances 0.000 claims description 3
- 210000004080 milk Anatomy 0.000 claims description 3
- 235000013336 milk Nutrition 0.000 claims description 3
- 229910001562 pearlite Inorganic materials 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 7
- 238000009413 insulation Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 241000397426 Centroberyx lineatus Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to a kind of concretings with internal layer reinforced mesh to exempt to tear compound heat preservation die plate open, boundary mortar layer including the inside being sequentially overlapped, adiabator layer, the lightweight concrete mortar surface layer in outside, surfacing steel bar mesh sheet is laid in lightweight concrete mortar surface layer, it is welded in surfacing steel bar mesh sheet and is inserted into adiabator layer and stretches out adiabator layer, the abdomen silk is obliquely welded in surfacing steel bar mesh sheet, the abdomen silk stretched out outside adiabator layer simultaneously welds together again with internal layer reinforced mesh, it is laid with respectively on the outer surface of the lightweight concrete mortar surface layer and the boundary mortar layer and is bonded with outer layer grid cloth and internal layer grid cloth.Have the advantages that insulated fire performance is good, quality safety is reliable, design and construction are easy, with the building same service life, convenient for prefabricated construction, free of demolition, thermal property is good.
Description
Technical field
The utility model belongs to Building architecture technical field more particularly to a kind of concrete with internal layer reinforced mesh
It pours and exempts to tear compound heat preservation die plate open.
Background technique
At present for the construction for building wall column, wallboard, crossbeam of frame, shear wall, frame-shear structure, wooden model is usually first used
After plate or steel form fix, then concreting is carried out, by form removable after concrete setting, is wanted further according to heat preservation energy-saving
It asks, insulating layer need to be done again outside solidification concrete component, its construction wall is made to reach heat preservation energy-saving requirement.The above method is not only unrestrained
Take timber or steel, and increase labor intensity, working procedure is more, and technique is cumbersome, and project cost is high, long in time limit, security risk
Coefficient is high.The heat insulation formwork that use also is made by EPS sheet, to meet power conservation requirement, the thickness one of this EPS heat insulation formwork
As in 6cm ~ 8cm, therefore, when using thermal insulation energy-saving building blocks masonry panel, choose that size is big outside building block, make the vertical of wall body structure
It is moved outside variable force, thereby increases the difficulty of design, and then increase project cost.In addition, the strengthening groove of heat insulation formwork generally uses
Rectangle or swallow-tail form be easy to cause cracking, hollowing limited with the bonding fastness of interface agent layer and outer polymer screed
With fall off.When main structure generates the deformation such as normal displacement due to various stress, how preferably composite shuttering to be protected not split
Seam, degumming fall off from base course wall, need to propose that a kind of more safe and reliable concreting exempts to tear compound heat preservation die plate open.
Summary of the invention
A kind of safe and reliable, shock resistance is provided the purpose of this utility model is to overcome the shortcomings of the prior art
Performance is strong, construction safety is convenient, short time limit, thermal property are good, long service life, and not easy to crack, and hollowing falls off and anti-flammability
The good concreting with internal layer reinforced mesh of energy exempts to tear compound heat preservation die plate open.
To achieve the above object, the utility model adopts the following technical solutions realization: a kind of band internal layer reinforced mesh
Concreting exempt to tear compound heat preservation die plate open, boundary mortar layer, adiabator layer, outside including the inside being sequentially overlapped
Lightweight concrete mortar surface layer is laid with surfacing steel bar mesh sheet in lightweight concrete mortar surface layer, in surfacing steel bar mesh sheet
It is welded with and is inserted into adiabator layer and stretches out adiabator layer, which is obliquely welded in surfacing steel bar mesh sheet, together
When stretch out adiabator layer outside abdomen silk weld together again with internal layer reinforced mesh, in the lightweight concrete mortar surface layer
Outer layer grid cloth and internal layer grid cloth are bonded with being laid with respectively on the outer surface of the boundary mortar layer.
Surfacing steel bar mesh sheet is located in lightweight concrete mortar surface layer at the one third of adiabator layer.
Surfacing steel bar mesh sheet refers to each square being made of steel wire, rectangle, diamond shape or the round flat steel formed
Reinforced net.The steel wire diameter is between 2.5-4.0mm.The preferably square steel grid of plane steel grid, its side length is
10cm。
Welded in surfacing steel bar mesh sheet be inserted into adiabator layer and stretch out the abdomen silk outside adiabator layer with
In vertical direction angle be 55-85 degree between surfacing steel bar mesh sheet, best angle is 75 degree, abdomen silk diameter 2.0-3.0 mm it
Between.
The thickness of lightweight concrete mortar surface layer is between 10-50 mm.
Adiabator layer be one of XPS plate, EPS sheet, siliceous plate, pearlite slab, thickness between 40-100 mm, and
And its two sides is coarse surface.
The boundary mortar layer is one of ordinary mortar, interfacial agents, dispersible milk powder, polymer thermal insulating mortar, thickness
Between 3-5mm, grid cloth has been covered thereon.
The abdomen silk being inserted into adiabator layer after welding in surfacing steel bar mesh sheet is inserted side by side with tilt angle
Enter into adiabator layer, and two adjacent column abdomen silks are symmetrically inserted into adiabator layer with identical tilt angle.
The utility model has the positive effect that: this concreting with internal layer reinforced mesh exempts to tear complex heat-preservation mould open
Plate adapts to the normal deformation of base, under heavy load, wind load and climate change, be not in for a long time crack, hollowing is de-
Equal breakoff phenomenons are fallen, will not be fallen off from base, there is good waterproofness, gas permeability and anti-flammability, there is enough hold
Loading capability, rigidity and stability；It is not easy to produce deformation, bending phenomenon under summer high temperature state, is opened for exterior insulation work is anti-
Split, be waterproof, peel provides good basic guarantee, to effectively improve the overall security of building, there is heat preservation
Fire protecting performance is good, quality safety is reliable, design and construction are easy, with the building same service life, convenient for prefabricated construction, free of demolition, hot
The good advantage of work performance internal layer surface layer reinforced mesh is especially arranged again further enhances concreting and exempts to tear complex heat-preservation open
Template bearing capacity, rigidity and stability.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of the surfacing steel bar mesh sheet of the utility model.
Fig. 3 is the structural schematic diagram that the utility model welds abdomen silk in surfacing steel bar mesh sheet.
Specific embodiment
Embodiment 1: as shown in Figure 1, a kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open, including
The boundary mortar layer 7 of the inside being sequentially overlapped, adiabator layer 5, outside lightweight concrete mortar surface layer 3, in lightweight coagulation
It is laid with surfacing steel bar mesh sheet 1 in native mortar surface layer 3, is welded with and is inserted into adiabator layer 5 simultaneously in surfacing steel bar mesh sheet 1
Adiabator layer 5 is stretched out, which is obliquely welded in surfacing steel bar mesh sheet 1, while stretching out 5 outside of adiabator layer
Abdomen silk 4 and internal layer reinforced mesh 8 weld together again, in the lightweight concrete mortar surface layer 3 and the boundary mortar layer 7
It is laid with respectively on outer surface and is bonded with outer layer grid cloth 2 and internal layer grid cloth 6.Outer layer grid cloth 2 and internal layer grid cloth 6 are suppressed
Into concrete mortar surface layer 3 and the boundary mortar layer 7.
Surfacing steel bar mesh sheet 1 is located in lightweight concrete mortar surface layer 3 at the one third of adiabator layer 5.I.e.
Surfacing steel bar mesh sheet 1 is arranged in lightweight concrete mortar surface layer 3 at the one third of thickness, is proximate to protect at the one third
At the one third of adiabator layer 5, close to adiabator layer 5.
As shown in Fig. 2, surfacing steel bar mesh sheet 1 refers to each square, rectangle, diamond shape or the circular group being made of steel wire
At plane steel grid.The steel wire diameter is between 2.5-4.0mm.The preferably square steel grid of steel grid, side
A length of 10cm.
As shown in Figure 1, 2, 3, that welds in surfacing steel bar mesh sheet 1 is inserted into adiabator layer 5 and stretches out thermal insulating material
It in vertical direction angle is 55-85 degree between the abdomen silk 4 and surfacing steel bar mesh sheet 1 of the outside of the bed of material 5, best angle is 75 degree, abdomen
4 diameters of silk are between 2.0-3.0 mm.
As shown in Figure 2,3, it is described in surfacing steel bar mesh sheet 1 weld after be inserted into the abdomen silk 4 in adiabator layer 5 with
Tilt angle is inserted into side by side in adiabator layer 5, and two adjacent column abdomen silks 4 are symmetrically inserted into identical tilt angle
Into adiabator layer 5.Abdomen silk 4 one are welded on line by line in surfacing steel bar mesh sheet 1, and other end is in surfacing steel bar mesh sheet
It obliquely extends downwardly below, when welding in surfacing steel bar mesh sheet 1, the inclined direction of abdomen silk 4 is pair between each column abdomen silk 4
Claim, tilt angle is thought together, wherein one be listed in horizontal direction turn forward 75 degree when, adjacent other one arranges each abdomen silk 4 then
75 degree are tilted backwards in the horizontal direction, and two column abdomen silks 4 are symmetrical inclined.Each abdomen silk 4-1 is a column in figure, each abdomen silk 4-
2 are an adjacent other column, and the tilt angle of this two column abdomen silk is arranged symmetrically.Each abdomen silk is also in every row simultaneously
It is arranged in line, equably arrangement is welded on surfacing steel bar mesh sheet 1 before and after a line.
The thickness of lightweight concrete mortar surface layer 3 is between 10-50 mm.Adiabator layer 5 is XPS plate, EPS sheet, siliceous
One of plate, pearlite slab, thickness is between 40-100 mm, and its two sides is coarse surface.The boundary mortar layer
7 be one of ordinary mortar, interfacial agents, dispersible milk powder, polymer thermal insulating mortar, and thickness has covered thereon between 3-5mm
Grid cloth.
Claims (6)
1. a kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open, including the interface for the inside being sequentially overlapped
Screed (7), adiabator layer (5), outside lightweight concrete mortar surface layer (3), it is characterised in that:
It is laid in lightweight concrete mortar surface layer (3) surfacing steel bar mesh sheet (1), surfacing steel bar mesh sheet (1) is mixed positioned at lightweight
In solidifying soil mortar surface layer (3) at the one third of adiabator layer (5)；Surfacing steel bar mesh sheet (1) refers to be made of steel wire
Each square, rectangle, diamond shape or round composition plane steel grid；
The abdomen for being inserted into adiabator layer (5) and stretching out outside adiabator layer (5) is welded on surfacing steel bar mesh sheet (1)
Silk (4), the abdomen silk (4) is inserted into side by side in adiabator layer (5) with tilt angle, and two adjacent column abdomen silks (4) with
Identical tilt angle is symmetrically inserted into adiabator layer (5)；Abdomen silk (4) one end is obliquely welded on surfacing steel bar net
On piece (1), while abdomen silk (4) other end stretched out outside adiabator layer (5) and internal layer reinforced mesh (8) are welded on one again
It rises, is laid with respectively on the outer surface of the lightweight concrete mortar surface layer (3) and the boundary mortar layer (7) and is bonded with outer layer
Grid cloth (2) and internal layer grid cloth (6).
2. a kind of concreting with internal layer reinforced mesh according to claim 1 exempts to tear compound heat preservation die plate open, special
Sign is: the surfacing steel bar mesh sheet (1) refers to the plane steel grid being made of each square that steel wire is constituted, side length
For 10cm, the steel wire diameter of square steel grid is constituted between 2.5-4.0mm.
3. a kind of concreting with internal layer reinforced mesh according to claim 1 exempts to tear compound heat preservation die plate open, special
Sign is: that welds on surfacing steel bar mesh sheet (1) is inserted into adiabator layer (5) and stretches out outside adiabator layer (5)
Abdomen silk (4) and surfacing steel bar mesh sheet (1) between in vertical direction angle be 75 degree, abdomen silk (4) diameter 2.0-3.0 mm it
Between.
4. a kind of concreting with internal layer reinforced mesh according to claim 1 exempts to tear compound heat preservation die plate open, special
Sign is: the thickness of lightweight concrete mortar surface layer (3) is between 10-50 mm.
5. a kind of concreting with internal layer reinforced mesh according to claim 1 exempts to tear compound heat preservation die plate open, special
Sign is: adiabator layer (5) be one of XPS plate, EPS sheet, siliceous plate, pearlite slab, thickness between 40-100 mm,
And its two sides is coarse surface.
6. a kind of concreting with internal layer reinforced mesh according to claim 1 exempts to tear compound heat preservation die plate open, special
Sign is: the boundary mortar layer (7) is one of ordinary mortar, interfacial agents, dispersible milk powder, polymer thermal insulating mortar, thickness
Degree has covered grid cloth between 3-5mm thereon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821117513.0U CN208918256U (en) | 2018-07-16 | 2018-07-16 | A kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821117513.0U CN208918256U (en) | 2018-07-16 | 2018-07-16 | A kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208918256U true CN208918256U (en) | 2019-05-31 |
Family
ID=66693980
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821117513.0U Expired - Fee Related CN208918256U (en) | 2018-07-16 | 2018-07-16 | A kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208918256U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113233848A (en) * | 2021-06-24 | 2021-08-10 | 河南恒道中原轨道交通科技有限公司 | Light roof board with fluorite steel skeleton and its making process |
| CN115306058A (en) * | 2022-09-13 | 2022-11-08 | 中交第四公路工程局有限公司 | Disassembly-free heat preservation template and installation method |
-
2018
- 2018-07-16 CN CN201821117513.0U patent/CN208918256U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113233848A (en) * | 2021-06-24 | 2021-08-10 | 河南恒道中原轨道交通科技有限公司 | Light roof board with fluorite steel skeleton and its making process |
| CN115306058A (en) * | 2022-09-13 | 2022-11-08 | 中交第四公路工程局有限公司 | Disassembly-free heat preservation template and installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208830702U (en) | A kind of band abdomen silk concreting exempts to tear compound heat preservation die plate open | |
| CN206438670U (en) | A kind of steel wire net rack perlite composite thermal-insulation external wall panel | |
| CN108978949A (en) | The plug-in filling wall construction system of steel frame, assembled filled-in panel and construction method | |
| CN204252378U (en) | Light cement foam inner partition plate | |
| CN105133755B (en) | A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall | |
| CN204475591U (en) | One exempts from form removal sandwich foam concrete wall | |
| CN208918256U (en) | A kind of concreting with internal layer reinforced mesh exempts to tear compound heat preservation die plate open | |
| CN103243825A (en) | High-strength composite steel wire net frame thermal insulation plate and construction method thereof | |
| CN107447901A (en) | Anti-seismic prefabricated floor and floor antidetonation splicing construction | |
| CN204386018U (en) | Autoclaved aerated concrete slabs steel sheet arrangement of reinforcement | |
| CN203430021U (en) | Split-free polyurethane composite heat insulation template for pouring concrete | |
| CN203866999U (en) | Aerated concrete block filler wall internally provided with light wall columns | |
| CN206070792U (en) | A kind of assembled steel lath band combined concrete shear wall | |
| CN207919816U (en) | The compound retaining wall of sandwich | |
| CN207633745U (en) | Concreting is with exempting to tear compound heat preservation die plate open | |
| CN213143542U (en) | Prefabricated steel framework light floor butt joint connecting node structure | |
| CN204662706U (en) | Energy-saving heat preserving light cement prefabricated component construction wall | |
| CN201400959Y (en) | Silo concrete protecting layer locating piece in slipform construction | |
| CN208072710U (en) | A kind of composite filled wall of cast-in-place steel wire net rack | |
| CN108824810A (en) | A kind of laying construction technique of steel skeleton composite building top plate | |
| CN211523625U (en) | Wall heat-insulating fireproof waterproof composite system for building | |
| CN212613205U (en) | Take concrete placement of binder silk to exempt from to tear open compound incubation template | |
| CN205259447U (en) | Anti of assembled, cracking resistance light partition wall board | |
| CN213837169U (en) | Built-in composite wall body of steel wire mesh frame insulation board of double-sided concrete diversion trench | |
| CN211736340U (en) | Template for building of convenient concatenation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210205 Address after: 455000 north side of S302 provincial road, Guxian Town, Tangyin County, Anyang City, Henan Province Patentee after: Henan Zhong Jian building materials Co.,Ltd. Address before: 455000 huanshangmingmen, Beiguan District, Anyang City, Henan Province Patentee before: Liu Haiye |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190531 |