CN206646726U - A kind of high-strength biomass fiber insulation composite light Side fascia - Google Patents
A kind of high-strength biomass fiber insulation composite light Side fascia Download PDFInfo
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- CN206646726U CN206646726U CN201720158464.4U CN201720158464U CN206646726U CN 206646726 U CN206646726 U CN 206646726U CN 201720158464 U CN201720158464 U CN 201720158464U CN 206646726 U CN206646726 U CN 206646726U
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- impeller
- biomass fiber
- warming plate
- composite light
- light side
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Abstract
A kind of high-strength biomass fiber insulation composite light Side fascia, interior impeller, warming plate and outer impeller are sequentially provided with from inside to outside, some connecting elements are provided with towards warming plate side in outer impeller, connecting elements connects as one three layers of outer impeller, warming plate and interior impeller.The utility model sound construction, function admirable, environmental protection and energy saving, resources conservation, convenient and overall advantage of lower cost of constructing.
Description
Technical field：
A kind of high-strength biomass fiber insulation composite light Side fascia is the utility model is related to, it is particularly a kind of to be applied to dress
With integral frame structure and meet building energy conservation, fire protection requirement compound external wall panel and preparation method thereof.
Background technology：
The exterior wall of China's frame structure building typically makees wall using various building blocks or other light materials at this stage, in wall
Again external thermal insulation and exterior finish are done outside body.Due to current material and the limitation of structure technology, the construction wall one of prior art
As be to be made up of strong outer panels, interior plate and the lightweight casting resin that is filled between outer panels and interior plate.This kind of wall
There is local " cold bridge " phenomenon in the connection of the outer panels and main body of body, influence the integral heat insulation performance of building；Can not be with building
Main body realizes the same life-span；And also there is complicated construction technique, build the defects of peace cost is high, resource consumption is high in the technique.Existing rank
The external wall thermal insulation method of section is a lot, but needs cumbersome working procedure mostly；Even if having can in factory's one-shot forming product,
The defects of big height, unit weight, poor durability, inconvenience transport and lifting construction being consumed there is also product resource.As urbanization is entered
The requirement of quickening and the greenization development of journey, requirement to construction quality, architecture quality and construction speed also more and more higher.Institute
To be the development of following assembled architecture using the Industrialized processing technique with resources conservation, environmental protection and energy saving, reliable in quality
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 light Side fascia, its sound construction, function admirable, environmental protection and energy saving, resources conservation, convenient and overall cost of constructing
It is relatively low, 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 light Side fascia, be sequentially provided with from inside to outside interior impeller, warming plate and
Outer impeller, some connecting elements are provided with towards warming plate side in outer impeller, connecting elements is by outer impeller, warming plate and interior impeller
Three layers connect as one.
Preferably, the interior impeller includes the first Cement fibre flaggy, the lightweight coagulation that ecto-entad is bonded setting successively
Soil layer, reinforcement component, the second Cement fibre flaggy, the slip casting groove being connected with post are respectively equipped with the both sides of interior impeller, inside
The bottom and top of impeller are provided with the anchoring piece being connected with underbeam and upper beam.
Preferably, the lightweight concrete layer is made up of the raw material of following parts by weight：Cement 10-15 parts, yellow sand 6-8
Part, flyash 4-6 parts, quick lime 3-6 parts, granular polystyrene 60-70 parts, string powder 10-20 parts, rubber powder 4-6 parts, poly- third
Alkene fiber 1-2 parts.
Preferably, the warming plate fire-protection rating is A levels, thickness 30-50mm.
Preferably, the warming plate, outer impeller bottom surface are concordant with interior impeller, the warming plate, siphonal lobe plate top surface and two
Side exceeds interior impeller；The connecting elements is passed through in warming plate embedment in impeller.
Preferably, embedded bar component is provided with interior impeller, the embedded bar component includes bottom reinforcement bars skeleton,
Vertical reinforcement mesh sheet is provided with bottom reinforcement bars skeleton, top rebars skeleton is connected with the top of vertical reinforcement mesh sheet.
Preferably, the outer impeller is high-strength biomass fiber plate, and connecting elements is high-strength biomass fiber bar；Connect structure
Part is Nian Jie with outer impeller using high-strength biomass adhesive glue；The high-strength biomass fiber plate and high-strength biomass fiber bar by with
The raw material composition of lower parts by weight：String 30-40 parts, Zirconium oxide fibre 8-15 parts, magnesia 10-20 parts, magnesium chloride 5-8
Part, adhesive 15-25 parts, alumina cement 5-10 parts, fiberglass reinforcement 4-8 parts, modifying agent 2-4 parts.
Preferably, by the pre- embedded hydroelectric line of figure and/or built-in fitting and/or switch socket or scene fluting in interior impeller
Laying.
A kind of preparation method of high-strength biomass fiber insulation composite light Side fascia, produced by plane moulding comprise the following steps：
S1, die station is cleaned, lay prefabricated internal lobe template die plate, brushing releasing agent；
The embedded bar component prepared is placed in S2, laying；
S3, pour and smash interior impeller lightweight concrete；
S4, place warming plate；
Impeller in S5, the reserved opening insertion that the outer maintenance plate prepared and its connecting elements are passed through into warming plate, vibration
And it is 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.
A kind of preparation method of high-strength biomass fiber insulation composite light Side fascia, formwork erection production comprise the following steps：
S1, clean mould car and side mould, brushing releasing agent；
S2, warming plate and outer page board be closely compound in one, connecting elements is passed from the reserved opening of warming plate；
S3, the product for obtaining S2 are placed in mould, and place embedded bar structure on the opposite side top of connecting elements
Part；
S4, pour and smash interior impeller lightweight concrete；
S5, the product for obtaining S4 are conserved；
S6, storage area will be gone to after product form removal that S5 is obtained continue to conserve.
Compared with prior art, the utility model has the advantages that：Compared with existing Side fascia, from heavy and light, stabilized structure, every
Sound, energy-conservation, heat insulation effect are excellent, integrate environmental protection and comprehensive utilization of resources, the utility model products obtained therefrom possesses fabulous
The characteristics such as impact resistance, frost resistance, durability, fire line, fastness and security；It is incubated using high-strength biomass fiber compound
Light external wall plate, abandoned biomass resource is made full use of, reduce the dependence to mineral resources, manufacture craft is simple, production effect
Rate is high, high financial profit, and wall provides very big convenience, greatly from heavy and light for transport, mechanized construction, raising efficiency of construction etc.
Width reduces seismic loading effect；The utility model has thoroughly eradicated prior art China and foreign countries maintenance level, heat-insulation layer and structure
Layer connects unstable hidden danger, improves the shock resistance of structure and the durability of construction quality, comprehensive benefit is notable；This practicality
The combination properties such as new outer impeller fatigue resistance are better than prior art products, are collectively formed with interior impeller using lightweight material
Big plate, it can be achieved, with building the same life-span, there is significant economic benefit and promotional value.
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.
Fig. 3 is the schematic diagram of embedded bar component.
In figure, the 1, first Cement fibre flaggy, 2, lightweight concrete layer, the 3, second Cement fibre flaggy, 4, slip casting groove,
5th, anchoring piece, 6, bottom reinforcement bars skeleton, 7, vertical reinforcement mesh sheet, 8, top rebars skeleton, 9, connecting elements, 10, warming plate,
11st, outer impeller.
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 Figure 1-3, a kind of high-strength biomass fiber insulation composite light Side fascia, is sequentially provided with internal lobe from inside to outside
Plate, warming plate 10 and outer impeller 11, some connecting elements 9, the He of warming plate 10 are provided with towards the side of warming plate 10 in outer impeller 11
For internal lobe sleeve-board on connecting elements 9, three layers of outer impeller 11, warming plate 10 and interior impeller are connected as a jail by connecting elements 9
Solid entirety.The outer surface of impeller 11 can use coating ornamental surface, color concrete facing, can also use face brick or stone facing.Even
Connection member 9 can be arranged vertically with outer impeller 11, can also be arranged at an angle.
The interior impeller include ecto-entad be bonded successively the first Cement fibre flaggy 1 of setting, lightweight concrete layer 2,
Reinforced mesh, the second Cement fibre flaggy 3, the slip casting groove 4 being connected with post are respectively equipped with the both sides of interior impeller, in interior impeller
Bottom and top be provided with the anchoring piece 5 that is connected with upper underbeam；Interior impeller both sides slip casting groove 4 is connected post-grouting with post, makes wall
Plate body is connected as a single entity with frame structure；The bottom and top of interior impeller are attached by anchoring piece and underbeam and upper beam.
The lightweight concrete layer 2 is made up of the raw material of following parts by weight：Cement 10-15 parts, yellow sand 6-8 parts, fine coal
Grey 4-6 parts, quick lime 3-6 parts, granular polystyrene 60-70 parts, string powder 10-20 parts, rubber powder 4-6 parts, polypropylene fibre
1-2 parts.
Lightweight concrete laminate embodiment 1：
S1, die station is cleaned, lay prefabricated internal lobe template die plate, brushing releasing agent；
S2, by cement 10kg, yellow sand 6kg, flyash 4kg, quick lime 3kg, granular polystyrene 60kg, string powder
10kg, rubber powder 4kg, polypropylene fibre 1kg are put into agitator according to proportioning, add appropriate water stirring；
S3, it is poured into shakeout in mould and vibrates；
S4, the product for obtaining S3 are conserved；
After S5, the product form removal for obtaining S4, hang die station and go to products storage area and continue to conserve.
Lightweight concrete laminate embodiment 2：
S1, die station is cleaned, lay prefabricated internal lobe template die plate, brushing releasing agent；
S2, by cement 15kg, yellow sand 8kg, flyash 6kg, quick lime 6kg, granular polystyrene 70kg, string powder
20kg, rubber powder 6kg, polypropylene fibre 2kg are put into agitator according to proportioning, add appropriate water stirring；
S3, it is poured into shakeout in mould and vibrates；
S4, the product for obtaining S3 are conserved；
After S5, the product form removal for obtaining S4, hang die station and go to products storage area and continue to conserve.
Lightweight concrete laminate embodiment 3：
S1, die station is cleaned, lay prefabricated internal lobe template die plate, brushing releasing agent；
S2, by cement 13kg, yellow sand 7kg, flyash 5kg, quick lime 5kg, granular polystyrene 65kg, string powder
15kg, rubber powder 5kg, polypropylene fibre 1.5kg are put into agitator according to proportioning, add appropriate water stirring；
S3, it is poured into shakeout in mould and vibrates；
S4, the product for obtaining S3 are conserved；
After S5, the product form removal for obtaining S4, hang die station and go to products storage area and continue to conserve.
In the lightweight concrete laminate that above-described embodiment obtains, the intensity of its wall, overall performance, energy-saving heat preserving performance,
Fire protecting performance and the convenience of construction are respectively provided with prominent comprehensive advantage, wherein embodiment 3 obtains compared to existing product
The strength of materials is optimal.
The warming plate 10 is A level fire-protection rating plates, thickness 30-50mm.
The warming plate 10, the bottom surface of outer impeller 11 are concordant with interior impeller, the warming plate 10, the top surface of outer impeller 11 and two
Side exceeds interior impeller；The connecting elements is passed through in warming plate embedment in impeller.Outer impeller 11 and the top surface of warming plate 10 and
Both sides exceed the part of interior impeller, and overall covering is carried out to beam column, overall to improve building energy conservation to solve the problems, such as the insulation of beam column
Effect.
Embedded bar component is provided with interior impeller, the embedded bar component includes bottom reinforcement bars skeleton 6, in bottom steel
Vertical reinforcement mesh sheet 7 is provided with tendons skeleton 6, top rebars skeleton 8 is connected with the top of vertical reinforcement mesh sheet 7.Bottom reinforcement bars
It can be attached between skeleton 6, vertical reinforcement mesh sheet 7 and top rebars skeleton 8 by welding or tying up.
The outer impeller 11 is high-strength biomass fiber plate；Connecting elements 9 is high-strength biomass fiber bar；Connecting elements is adopted
It is Nian Jie with outer impeller with high-strength biomass adhesive glue；The high-strength biomass fiber plate and high-strength biomass fiber bar are by following heavy
Measure the raw material composition of number：String 30-40 parts, Zirconium oxide fibre 8-15 parts, magnesia 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.
Can be by the pre- embedded hydroelectric line of figure and/or built-in fitting and/or switch socket in interior impeller；Also can scene fluting paving
If.
The high-strength biomass fiber insulation composite light Side fascia, can make short covering plate and composition by figure as needed
The door plate of door-window opening, and be numbered according to erection sequence.
A kind of preparation method of high-strength biomass fiber insulation composite light Side fascia, produced by plane moulding comprise the following steps：
S1, die station is cleaned, lay prefabricated internal lobe template die plate, brushing releasing agent；
The embedded bar component prepared is placed in S2, laying；
S3, pour and smash interior impeller lightweight concrete；
S4, place warming plate；
Impeller in S5, the reserved opening insertion that the outer maintenance plate prepared and its connecting elements are passed through into warming plate, vibration
And it is 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.
A kind of preparation method of high-strength biomass fiber insulation composite light Side fascia, formwork erection production comprise the following steps：
S1, clean mould car and side mould, brushing releasing agent；
S2, warming plate and outer page board be closely compound in one, connecting elements is passed from the reserved opening of warming plate；
S3, the product for obtaining S2 are placed in mould, and place embedded bar structure on the opposite side top of connecting elements
Part；
S4, pour and smash interior impeller lightweight concrete；
S5, the product for obtaining S4 are conserved；
S6, storage area will be gone to after product form removal that S5 is obtained 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 (7)
- A kind of 1. high-strength biomass fiber insulation composite light Side fascia, it is characterised in that：Be sequentially provided with from inside to outside interior impeller, Warming plate and outer impeller, some connecting elements are provided with towards warming plate side in outer impeller, connecting elements is by outer impeller, warming plate Connected as one with interior three layers of impeller.
- A kind of 2. high-strength biomass fiber insulation composite light Side fascia according to claim 1, it is characterised in that：It is described Interior impeller includes the first Cement fibre flaggy, lightweight concrete layer, reinforcement component, the second water that ecto-entad is bonded setting successively Mud fibrolamellar, the slip casting groove being connected with post is respectively equipped with the both sides of interior impeller, is provided with the bottom of interior impeller and top The anchoring piece being connected with underbeam and upper beam.
- A kind of 3. high-strength biomass fiber insulation composite light Side fascia according to claim 1, it is characterised in that：It is described Warming plate fire-protection rating is A levels, thickness 30-50mm.
- A kind of 4. high-strength biomass fiber insulation composite light Side fascia according to claim 1, it is characterised in that：It is described Warming plate, outer impeller bottom surface are concordant with interior impeller, and the warming plate, siphonal lobe plate top surface and both sides exceed interior impeller；It is described Connecting elements is passed through in warming plate embedment in impeller.
- A kind of 5. high-strength biomass fiber insulation composite light Side fascia according to claim 1, it is characterised in that：Inside Embedded bar component is provided with impeller, the embedded bar component includes bottom reinforcement bars skeleton, set on bottom reinforcement bars skeleton There is vertical reinforcement mesh sheet, top rebars skeleton is connected with the top of vertical reinforcement mesh sheet.
- A kind of 6. high-strength biomass fiber insulation composite light Side fascia according to claim 1, it is characterised in that：It is described Outer impeller is high-strength biomass fiber plate, and connecting elements is high-strength biomass fiber bar；Connecting elements is glued using high-strength biomass Gum deposit is Nian Jie with outer impeller.
- A kind of 7. high-strength biomass fiber insulation composite light Side fascia according to claim 1, it is characterised in that：Inside By the pre- embedded hydroelectric line of figure and/or built-in fitting and/or switch socket or scene fluting laying in impeller.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720158464.4U CN206646726U (en) | 2017-02-21 | 2017-02-21 | A kind of high-strength biomass fiber insulation composite light Side fascia |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720158464.4U CN206646726U (en) | 2017-02-21 | 2017-02-21 | A kind of high-strength biomass fiber insulation composite light Side fascia |
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|---|---|
| CN206646726U true CN206646726U (en) | 2017-11-17 |
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|---|---|---|---|
| CN201720158464.4U Expired - Fee Related CN206646726U (en) | 2017-02-21 | 2017-02-21 | A kind of high-strength biomass fiber insulation composite light Side fascia |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263309A (en) * | 2022-01-07 | 2022-04-01 | 易建网科技有限公司 | Assembled ultralow energy consumption integrated configuration |
-
2017
- 2017-02-21 CN CN201720158464.4U patent/CN206646726U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114263309A (en) * | 2022-01-07 | 2022-04-01 | 易建网科技有限公司 | Assembled ultralow energy consumption integrated configuration |
| CN114263309B (en) * | 2022-01-07 | 2024-06-07 | 易建网科技有限公司 | Assembled ultralow energy consumption integrated configuration |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171117 Termination date: 20190221 |