CN206646725U - A kind of high-strength biomass fiber insulation composite shear wall - Google Patents
A kind of high-strength biomass fiber insulation composite shear wall Download PDFInfo
- Publication number
- CN206646725U CN206646725U CN201720158463.XU CN201720158463U CN206646725U CN 206646725 U CN206646725 U CN 206646725U CN 201720158463 U CN201720158463 U CN 201720158463U CN 206646725 U CN206646725 U CN 206646725U
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- Prior art keywords
- shear wall
- biomass fiber
- insulation composite
- strength
- plate
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- Expired - Fee Related
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- 239000002028 Biomass Substances 0.000 title claims abstract description 37
- 239000000835 fiber Substances 0.000 title claims abstract description 37
- 238000009413 insulation Methods 0.000 title claims abstract description 26
- 239000002131 composite material Substances 0.000 title claims abstract description 21
- 238000010792 warming Methods 0.000 claims abstract description 27
- 230000002787 reinforcement Effects 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000000853 adhesive Substances 0.000 claims description 8
- 230000001070 adhesive effect Effects 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 3
- 238000010008 shearing Methods 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 3
- TWRXJAOTZQYOKJ-UHFFFAOYSA-L Magnesium chloride Chemical compound [Mg+2].[Cl-].[Cl-] TWRXJAOTZQYOKJ-UHFFFAOYSA-L 0.000 description 10
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 8
- 239000003795 chemical substances by application Substances 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 6
- 238000012423 maintenance Methods 0.000 description 6
- 239000004568 cement Substances 0.000 description 5
- 239000011152 fibreglass Substances 0.000 description 5
- 229910001629 magnesium chloride Inorganic materials 0.000 description 5
- RVTZCBVAJQQJTK-UHFFFAOYSA-N oxygen(2-);zirconium(4+) Chemical compound [O-2].[O-2].[Zr+4] RVTZCBVAJQQJTK-UHFFFAOYSA-N 0.000 description 5
- 238000003860 storage Methods 0.000 description 5
- 229910001928 zirconium oxide Inorganic materials 0.000 description 5
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 4
- 239000000395 magnesium oxide Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000001680 brushing effect Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011468 face brick Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
A kind of high-strength biomass fiber insulation composite shear wall, shear wall slab, warming plate and outer impeller are sequentially provided with from inside to outside, in outer impeller some connecting elements are provided with towards warming plate side, connecting elements connects as one warming plate and shear wall slab through warming plate embedment shear wall slab, connecting elements.The utility model manufacturing process is simple, sound construction, function admirable, deadweight are relatively light, environmental protection and energy saving, resources conservation, construction are convenient and overall advantage of lower cost.
Description
Technical field：
A kind of high-strength biomass fiber insulation composite shear wall is the utility model is related to, it is particularly a kind of whole applied to assembling
Body formula shear wall structure simultaneously meets building energy conservation, the composite shear wall slab and preparation method thereof of fire protection requirement.
Background technology：
Two layers of reinforced concrete structure inside and outside the most use of China's building prefabrication self-heat conserving shear wall at this stage, steel using amount
Greatly, complex manufacturing technology, big to resources requirement, production cost is high；In addition, outer reinforcement concrete layer is as maintenance level, from
Great, there is durability, fastness, the deficiency of security for its connection material with structure sheaf (shear wall)；Transporting and pacifying
During dress, because wall weight is larger, made troubles to lifting with transport, mechanized construction difficulty is big, low construction efficiency, it is comprehensive into
This is high.With the requirement that the quickening and greenization of urbanization process develop, in assembled architecture is developed, using with resource
The remarkable industrialization product of economizing type, environment-friendly and energy-efficient and overall performance and production technology, are that assembled architecture industry develops
Inexorable trend.
Utility model content：
The purpose of this utility model is aiming at disadvantages mentioned above existing for prior art, there is provided a kind of high-strength biomass is fine
Maintenance temperature composite shear wall, its manufacturing process is simple, sound construction, function admirable, deadweight are relatively light, environmental protection and energy saving, resources conservation,
Construct convenient and overall advantage of lower cost, solve problems of the prior art.
The utility model is that technical scheme is used by solving above-mentioned technical problem：
A kind of high-strength biomass fiber insulation composite shear wall, shear wall slab, warming plate and outer are sequentially provided with from inside to outside
Impeller, some connecting elements are provided with towards warming plate side in outer impeller, connecting elements connects through warming plate embedment shear wall slab
Connection member connects as one warming plate and shear wall slab.
Preferably, is provided with steel reinforcement cage in the shear wall slab, be provided with the bottom of steel reinforcement cage anchoring sleeve, both sides provided with
The U-shaped steel muscle or attachment means of cast-in-place band connection, top are provided with the reinforcing bar for stretching out shear wall slab.
Preferably, the shear wall slab surrounding is to spill the hair side of aggregate.
Preferably, the warming plate is A level fire-protection rating plates, thickness 30-50mm.
Preferably, the warming plate, outer impeller bottom surface are concordant with shear wall slab, the warming plate, siphonal lobe plate top surface and
Both sides exceed shear wall slab.
Preferably, the outer impeller is high-strength biomass fiber plate；Connecting elements is high-strength biomass fiber bar；Connect structure
It is bonded as one between part and outer impeller using high-strength biomass adhesive glue；The high-strength biomass fiber plate and high-strength biomass
Fiber rod is made up of the raw material of following parts by weight：String 30-40 parts, Zirconium oxide fibre 8-15 parts, magnesia 10-20
Part, magnesium chloride 5-8 parts, adhesive 15-25 parts, alumina cement 5-10 parts, fiberglass reinforcement 4-8 parts, modifying agent 2-4 parts.
Preferably, opened in shear wall slab by the pre- embedded hydroelectric line of figure and/or built-in fitting and/or switch socket or scene
Groove is laid.
Preferably, leave a door unlocked or the hole of window by figure is pre- on high-strength biomass fiber insulation composite shear wall.
A kind of preparation method of high-strength biomass fiber insulation composite shear wall, comprises the following steps：
S1, die station is cleaned, lay precast shear wall template die plate, brushing releasing agent；
The steel reinforcement cage that S2, placement prepare；
S3, pour and smash or shake concrete；
S4, place warming plate；
S5, the reserved opening insertion shear wall slab coagulation that the outer impeller and its connecting elements that prepare are passed through into warming plate
Soil, shake and be compacted；
S6, the product for obtaining S5 are conserved；
After S7, the product form removal for obtaining S6, hang die station and go to products storage area and continue to conserve.
Compared with prior art, the utility model has the advantages that：Product of the present utility model has steady from heavy and light, structure
Gu, sound insulation, energy-conservation, the performance such as insulation be better than existing all kinds of technologies, integrate environmental protection and comprehensive utilization of resources, with reinforced concrete
The prefabricated maintenance level of soil is compared, and possesses the spies such as fabulous impact resistance, frost resistance, durability, fire line, fastness and security
Property；Abandoned biomass resource is made full use of, reduces the dependence to mineral resources, manufacture craft is simple, production efficiency is high, cost
Low, wall provides very big convenience for transport, mechanized construction, raising efficiency of construction etc., significantly reduces earthquake lotus from heavy and light
Carry action effect；The utility model has thoroughly eradicated outer maintenance level, heat-insulation layer and concrete shear wall structure layer connectivity robustness
Insecure hidden danger, the shock resistance of structure and the durability of construction quality are improved, if a building building is from foundation structure
The utility model is just considered as in design, structure and foundation cost can be greatly reduced, comprehensive benefit is notable.
Brief description of the drawings：
Fig. 1 is structural representation of the present utility model.
Fig. 2 is schematic cross-section of the present utility model.
In figure, 1, shear wall slab, 2, warming plate, 3, outer impeller, 4, connecting elements, 5, steel reinforcement cage, 6, attachment means, 7, anchor
Gu sleeve, 8, reinforcing bar.
Embodiment：
For the technical characterstic for illustrating this programme can be understood, below by embodiment, and its accompanying drawing is combined, to this reality
It is described in detail with new.
As shown in Figure 1-2, a kind of high-strength biomass fiber insulation composite shear wall, is sequentially provided with shear wall slab from inside to outside
1st, warming plate 2 and outer impeller 3, some connecting elements 4 are provided with towards the side of warming plate 2 in outer impeller 3, connecting elements passes through insulation
Plate 2 is embedded to shear wall slab 1, and outer impeller 3, warming plate 2 and shear wall slab 1 are firmly connected as an entirety by connecting elements.Outside
The surface of impeller 3 can use coating ornamental surface, color concrete facing, can also use face brick or stone facing.Connecting elements 4 can with it is outer
Impeller 3 is arranged vertically, and can also be arranged at an angle.
Steel reinforcement cage 5 is provided with the shear wall slab 1, be provided with the bottom of steel reinforcement cage anchoring sleeve 7, both sides provided with it is cast-in-place
The U-shaped steel muscle or attachment means 6 of band connection, top are provided with the reinforcing bar 8 for stretching out shear wall slab.
The surrounding of shear wall slab 1 is to spill the hair side of aggregate.
The warming plate 2 is A level fire-protection rating plates, thickness 30-50mm.
The warming plate 2, the bottom surface of outer impeller 3 are concordant with shear wall slab 1, the warming plate 2, the top surface of outer impeller 3 and two
Side exceeds shear wall slab 1, is cast-in-site stripe leaving space.
It is described to be integrally formed in the attachment means 6 of shear wall embedded set or the reinforcing bar of stretching shear wall slab with steel reinforcement cage.
The outer impeller 3 is high-strength biomass fiber plate；Connecting elements 4 is high-strength biomass fiber bar；Connecting elements 4 with
It is bonded as one between warming plate 2, shear wall slab 1 using high-strength biomass adhesive glue；The high-strength biomass fiber plate and height
Johnson ＆ Johnson's material fibrils bar is made up of the raw material of following parts by weight：String 30-40 parts, Zirconium oxide fibre 8-15 parts, oxidation
Magnesium 10-20 parts, magnesium chloride 5-8 parts, adhesive 15-25 parts, alumina cement 5-10 parts, fiberglass reinforcement 4-8 parts, modifying agent 2-
4 parts.
High-strength biomass fiber plate embodiment 1：
S1, by string 30kg, Zirconium oxide fibre 8kg, magnesia 10kg, magnesium chloride 5kg, adhesive 15kg, high alumina
Cement 5kg, fiberglass reinforcement 4kg, modifying agent 2kg are put into agitator according to proportioning, add appropriate water stirring；
S2, it is poured into mould, shakeouts simultaneously jolt ramming；
S3, the product for obtaining S2 are conserved；
After S4, the product form removal for obtaining S3, hang die station and go to products storage area and continue to conserve.
High-strength biomass fiber plate embodiment 2：
S1, by string 40kg, Zirconium oxide fibre 15kg, magnesia 20kg, magnesium chloride 8kg, adhesive 25kg, high alumina
Cement 10kg, fiberglass reinforcement 8kg, modifying agent 4kg are put into agitator according to proportioning, add appropriate water stirring；
S2, it is poured into mould, shakeouts simultaneously jolt ramming；
S3, the product for obtaining S2 are conserved；
After S4, the product form removal for obtaining S3, hang die station and go to products storage area and continue to conserve.
High-strength biomass fiber plate embodiment 3：
S1, by string 35kg, Zirconium oxide fibre 11kg, magnesia 15kg, magnesium chloride 6.5kg, adhesive 20kg, height
Aluminium cement 7.5kg, fiberglass reinforcement 6kg, modifying agent 3kg are put into agitator according to proportioning, add appropriate water stirring；
S2, it is poured into mould, shakeouts simultaneously jolt ramming；
S3, the product for obtaining S2 are conserved；
After S4, the product form removal for obtaining S3, hang die station and go to products storage area and continue to conserve.
It is better than the reinforced concrete prefabricated board that now uses in the intensity for the high-strength biomass fiber plate that above-described embodiment obtains,
And its unit weight is only 1/3rd of same volume reinforced concrete prefabricated board；Using same material high-strength biomass fiber bar with it is pre-
After concrete connection processed, thoroughly eradicate prior art outer maintenance level, heat-insulation layer and structure sheaf and connected unstable hidden danger, wherein
The product strength that embodiment 3 obtains is optimal.
By the pre- embedded hydroelectric line of figure and/or built-in fitting and/or switch socket or scene fluting paving in shear wall slab 1
If.
According to design requirement, leave a door unlocked or the hole of window by figure is pre- on high-strength biomass fiber insulation composite shear wall, and
It is numbered according to erection sequence.
A kind of preparation method of high-strength biomass fiber insulation composite shear wall, comprises the following steps：
S1, die station is cleaned, lay precast shear wall template die plate, brushing releasing agent；
The steel reinforcement cage that S2, placement prepare；
S3, pour and smash or shake concrete；
S4, place warming plate；
S5, the reserved opening insertion shear wall slab coagulation that the outer maintenance plate prepared and its connecting elements are passed through into warming plate
Soil, shake and be compacted；
S6, the product for obtaining S5 are conserved；
After S7, the product form removal for obtaining S6, hang die station and go to products storage area and continue to conserve.
Above disclosure cannot function as the limitation to scope of protection of the utility model, for the technology people of the art
For member, any alternate modification or conversion made to the utility model embodiment all fall within protection model of the present utility model
In enclosing.
Part is not described in detail for the utility model, is the known technology of those skilled in the art of the present technique.
Claims (8)
- A kind of 1. high-strength biomass fiber insulation composite shear wall, it is characterised in that：Shear wall slab is sequentially provided with from inside to outside, is protected Warm plate and outer impeller, some connecting elements are provided with towards warming plate side in outer impeller, connecting elements is cut through warming plate embedment Power wallboard, connecting elements connect as one outer impeller, warming plate and shear wall slab.
- A kind of 2. high-strength biomass fiber insulation composite shear wall according to claim 1, it is characterised in that：The shearing Steel reinforcement cage is provided with wallboard, anchoring sleeve is provided with the bottom of steel reinforcement cage, both sides are provided with and the U-shaped steel muscle of cast-in-place band connection or company Connection device, top are provided with the reinforcing bar for stretching out shear wall slab.
- A kind of 3. high-strength biomass fiber insulation composite shear wall according to claim 1, it is characterised in that：The shearing Wallboard surrounding is to spill the hair side of aggregate.
- A kind of 4. high-strength biomass fiber insulation composite shear wall according to claim 1, it is characterised in that：The insulation Plate is A level fire-protection rating plates, thickness 30-50mm.
- A kind of 5. high-strength biomass fiber insulation composite shear wall according to claim 1, it is characterised in that：The insulation Plate, outer impeller bottom surface are concordant with shear wall slab, and the warming plate, siphonal lobe plate top surface and both sides exceed shear wall slab.
- A kind of 6. high-strength biomass fiber insulation composite shear wall according to claim 1, it is characterised in that：The siphonal lobe Plate is high-strength biomass fiber plate；Connecting elements is high-strength biomass fiber bar；Using high-strength between connecting elements and outer impeller Biomass adhesive glue is bonded as one.
- A kind of 7. high-strength biomass fiber insulation composite shear wall according to claim 1, it is characterised in that：In shear wall By the pre- embedded hydroelectric line of figure and/or built-in fitting and/or switch socket or scene fluting laying in plate.
- A kind of 8. high-strength biomass fiber insulation composite shear wall according to claim 1, it is characterised in that：In high Johnson ＆ Johnson Leave a door unlocked or the hole of window by figure is pre- on material fibrils insulation composite shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720158463.XU CN206646725U (en) | 2017-02-21 | 2017-02-21 | A kind of high-strength biomass fiber insulation composite shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720158463.XU CN206646725U (en) | 2017-02-21 | 2017-02-21 | A kind of high-strength biomass fiber insulation composite shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646725U true CN206646725U (en) | 2017-11-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720158463.XU Expired - Fee Related CN206646725U (en) | 2017-02-21 | 2017-02-21 | A kind of high-strength biomass fiber insulation composite shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN206646725U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756056A (en) * | 2018-05-30 | 2018-11-06 | 重庆智酷智造集成房屋有限公司 | A kind of assembled architecture lining |
-
2017
- 2017-02-21 CN CN201720158463.XU patent/CN206646725U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756056A (en) * | 2018-05-30 | 2018-11-06 | 重庆智酷智造集成房屋有限公司 | A kind of assembled architecture lining |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171117 Termination date: 20190221 |
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| CF01 | Termination of patent right due to non-payment of annual fee |