CN204252376U - Light cement foam side fascia - Google Patents

Light cement foam side fascia Download PDF

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Publication number
CN204252376U
CN204252376U CN201420655736.8U CN201420655736U CN204252376U CN 204252376 U CN204252376 U CN 204252376U CN 201420655736 U CN201420655736 U CN 201420655736U CN 204252376 U CN204252376 U CN 204252376U
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CN
China
Prior art keywords
fascia
cement foam
frame
layer
glass fiber
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
Application number
CN201420655736.8U
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Chinese (zh)
Inventor
杜庆
杨立军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING ZHONGTIAN FANGZHOU BUILDING MATERIAL TECHNOLOGY DEVELOPMENT Co Ltd
Original Assignee
BEIJING ZHONGTIAN FANGZHOU BUILDING MATERIAL TECHNOLOGY DEVELOPMENT Co Ltd
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Application filed by BEIJING ZHONGTIAN FANGZHOU BUILDING MATERIAL TECHNOLOGY DEVELOPMENT Co Ltd filed Critical BEIJING ZHONGTIAN FANGZHOU BUILDING MATERIAL TECHNOLOGY DEVELOPMENT Co Ltd
Priority to CN201420655736.8U priority Critical patent/CN204252376U/en
Application granted granted Critical
Publication of CN204252376U publication Critical patent/CN204252376U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of light cement foam side fascia, comprise: cement foam insulation layer, upper layer, cutting optimal and frame, it is characterized in that, cement foam insulation layer is laid by cement foamed close empty heat insulation core material and is formed, and inside is provided with the steel bar girder welded with frame; Cutting optimal and upper layer are poured into a mould by cement mortar and are formed, the inside of cutting optimal is provided with glass fiber reticular cloth, galvanized steel wire netting and glass fiber reticular cloth from bottom to up, the inside of upper layer is provided with galvanized steel wire netting, double-deck glass fiber reticular cloth from bottom to up, and galvanized steel wire netting and frame are welded and fixed; Frame adopts lightweight section bar to make, and is welded by least two F type frames and some C type frames.Usefulness of the present utility model is: high-strength light, acoustical and thermal, good water-proof effect, fire-resistant, weather-proof, anti-seismic performance is strong, shock resistance is high, has relatively high heat-insulating property; Simple aspect is installed, without building rubbish, environmental protection and energy saving.

Description

Light cement foam side fascia
Technical field
The utility model relates to a kind of side fascia, is specifically related to a kind of light cement foam side fascia, belongs to fixed building technical field.
Background technology
The existing side fascia being applicable to fixed building mainly contains two large types, and a kind of is the die mould steel polyphenyl side fascia of purlin system, and another kind is the cement side fascia (cement hollow sheeting) without purlin system.The features such as die mould steel polyphenyl side fascia has that quality is light, high insulating effect, construction are simple, but also there is the deficiencies such as intensity is low, inflammable, flameproof effect is poor, the life-span is short.There is the deficiencies such as construction is slow, antidetonation is poor, heat-insulating property is low, it is little to insulate against sound, volume is laid particular stress in the cement side fascia without purlin system.
Utility model content
For solving the deficiencies in the prior art, the purpose of this utility model is to provide a kind of high-strength light, acoustical and thermal, construction is simple, good water-proof effect, anti-seismic performance are strong, shock resistance is high light cement foam side fascia.
In order to realize above-mentioned target, the utility model adopts following technical scheme:
A kind of light cement foam side fascia, comprise: cement foam insulation layer, be positioned at upper layer and the cutting optimal of the upper and lower both sides of aforementioned cement foam heat-insulation layer, and frame, it is characterized in that, aforementioned cement foam heat-insulation layer is laid formed by lightweight, the close empty heat insulation core material of high-strength cement foaming, and the inside of cement foam insulation layer is provided with steel bar girder, and aforementioned steel bar girder and frame are welded and fixed; Aforementioned cutting optimal and upper layer form by cement mortar cast, wherein, the inside of cutting optimal is disposed with glass fiber reticular cloth, galvanized steel wire netting and glass fiber reticular cloth from bottom to up, the inside of upper layer is disposed with galvanized steel wire netting, double-deck glass fiber reticular cloth from bottom to up, and aforementioned galvanized steel wire netting and frame are welded and fixed; Aforementioned frame adopts lightweight section bar to make, and is welded by least two F type frames and some C type frames.
Aforesaid light cement foam side fascia, it is characterized in that, the shape of aforementioned side fascia comprises: rectangle, square, triangle, trapezoidal and polygon.
Aforesaid light cement foam side fascia, is characterized in that, the lightweight section bar that making frame uses comprises: lightweight section section bar, aluminium alloy extrusions, plastic-steel section bar, glass fiber reinforced plastic shapes and concrete sections.
Aforesaid light cement foam side fascia, is characterized in that, the wall thickness of aforementioned lightweight section bar is 2.5mm.
Aforesaid light cement foam side fascia, is characterized in that, the thickness of aforementioned cutting optimal and upper layer is 15mm.
Aforesaid light cement foam side fascia, is characterized in that, the gauge of wire of aforementioned galvanized steel wire netting is 2mm.
Aforesaid light cement foam side fascia, is characterized in that, the diameter of the reinforcing bar of aforementioned steel bar girder is 6mm.
Usefulness of the present utility model is:
1, high-strength light, acoustical and thermal, good water-proof effect, fire-resistant, weather-proof, anti-seismic performance is strong, shock resistance is high, simultaneously have again relatively high heat-insulating property, meet the demand of construction market to this type side fascia;
2, can make according to the spacing of building body, batch production standardized production can be realized, quality controllable;
3, during construction, only need add corresponding connector on building body and install, simple aspect, time saving and energy saving, save material, without building rubbish, environmental protection and energy saving.
Accompanying drawing explanation
Fig. 1 is the sectional drawing of a specific embodiment of light cement foam side fascia of the present invention;
Fig. 2 is the close-up schematic view of the cutting optimal in Fig. 1;
Fig. 3 be the side fascia in Fig. 1 assembled after design sketch.
The implication of Reference numeral in figure: 1-F type frame, 2-steel bar girder, 3-galvanized steel wire netting, 4-glass fiber reticular cloth, 5-cement mortar, 6-cutting optimal, 7-cement foam insulation layer, 8-upper layer.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, concrete introduction is done to the utility model.
With reference to Fig. 1, light cement foam side fascia of the present utility model comprises: cement foam insulation layer 7, upper layer 8, cutting optimal 6 and frame, upper layer 8 and cutting optimal 6 lay respectively at the both sides up and down of cement foam insulation layer 7, introduce the structure of each several part below respectively in detail.
With reference to Fig. 1, cement foam insulation layer 7 is laid formed by lightweight, the close empty heat insulation core material of high-strength cement foaming, and the inside of cement foam insulation layer 7 is provided with steel bar girder 2, and steel bar girder 2 and frame are welded and fixed, and the diameter of reinforcing bar used is preferably 6mm.
With reference to Fig. 2, cutting optimal 6 is poured into a mould by cement mortar 5 and is formed, and the inside of cutting optimal 6 is disposed with glass fiber reticular cloth 4, galvanized steel wire netting 3 and glass fiber reticular cloth 4 from bottom to up, and galvanized steel wire netting 3 and frame are welded and fixed, and gauge of wire is preferably 2mm.The preferred 15mm of thickness of cutting optimal 6.
The structure of upper layer 8 is substantially identical with the structure of cutting optimal 6, is also to be poured into a mould by cement mortar 5 to form, and the inside unlike upper layer 8 is disposed with galvanized steel wire netting 3, double-deck glass fiber reticular cloth 4 from bottom to up, and galvanized steel wire netting 3 is also welded and fixed with frame.The preferred 15mm of thickness of upper layer 8.
Frame adopts lightweight section bar to make, and lightweight section bar comprises: lightweight section section bar, aluminium alloy extrusions, plastic-steel section bar, glass fiber reinforced plastic shapes and concrete sections, wall thickness is preferably 2.5mm.Frame is welded by least two F type frames 1 and some C type frames, and the shape of the side fascia therefore made can be rectangle, square, can also be triangle, trapezoidal and polygon etc.
With reference to Fig. 3, during construction, interlocked with the F type frame of another block side fascia is positive and negative by the F type frame of one block of side fascia, can realize connection, this kind of connected mode makes the intensity of whole body of wall strengthen, thus can obtain good anti-seismic performance and shock resistance.
See figures.1.and.2, introduce the preparation method of side fascia of the present utility model below:
1, get 2 F type frames 1 and do long limit rib, get two C type frames (not shown) and do minor face rib, welding forms rectangular frame;
2, at the inner side bottom side portion welding galvanized steel wire netting 3 of frame, above galvanized steel wire netting 3, steel bar girder 2 is welded on the inner edge of frame;
3, on production table top, one deck Polypropylence Sheet (not shown) is laid, Polypropylence Sheet lays one deck is high-strength, anticracking glass fiber reticular cloth 4, the frame having welded galvanized steel wire netting 3 and steel bar girder 2 is placed on the production platform completing glass fiber reticular cloth 4, and reserve the position of frame and glass fiber reticular cloth 4, then on galvanized steel wire netting 3, lay second layer glass fiber reticular cloth 4;
4, to joints cement mortar 5 in frame, the cutting optimal 6 that 15mm is thick is formed;
5, to light filling, insulation, high-strength cement foamed close empty heat insulation core material in frame, fill lower than stopping during frame 10mm until core surfaces height;
6, reach after some strength until core, core surfaces is peaceful, and lay one deck galvanized steel wire netting 3 in the above, four side welds in four limits of galvanized steel wire netting 3 and frame are connect, then on galvanized steel wire netting 3, high-strength, the anticracking glass fiber reticular cloth 4 of one deck is laid, and build the thick cement mortar of 15 ㎜ 5 on the surface of glass fiber reticular cloth 4, shakeout cement mortar 5, lay second layer glass fiber reticular cloth 4 on the surface of cement mortar 5;
7, last, with utensil compacting, smear real, receipts light, operation is formed, when upper layer 8 reaches intensity, core, steel bar girder, frame and upper and lower surface layer are compounded to form an entirety, depart from table top a kind of light cement foam side fascia, covering curing film plastic packaging after acceptance(check).
It should be noted that, above-described embodiment does not limit the utility model in any form, the technical scheme that the mode that all employings are equal to replacement or equivalent transformation obtains, and all drops in protection domain of the present utility model.

Claims (7)

1. light cement foam side fascia, comprise: cement foam insulation layer (7), be positioned at upper layer (8) and the cutting optimal (6) of the upper and lower both sides of described cement foam insulation layer (7), and frame, it is characterized in that, described cement foam insulation layer (7) is laid formed by lightweight, the close empty heat insulation core material of high-strength cement foaming, the inside of cement foam insulation layer (7) is provided with steel bar girder (2), and described steel bar girder (2) and frame are welded and fixed; Described cutting optimal (6) and upper layer (8) form by cement mortar (5) cast, wherein, the inside of cutting optimal (6) is disposed with glass fiber reticular cloth (4), galvanized steel wire netting (3) and glass fiber reticular cloth (4) from bottom to up, the inside of upper layer (8) is disposed with galvanized steel wire netting (3), double-deck glass fiber reticular cloth (4) from bottom to up, and described galvanized steel wire netting (3) and frame are welded and fixed; Described frame adopts lightweight section bar to make, and is welded by least two F type frames (1) and some C type frames.
2. light cement foam side fascia according to claim 1, it is characterized in that, the shape of described side fascia comprises: rectangle, square, triangle and trapezoidal.
3. light cement foam side fascia according to claim 1, is characterized in that, the lightweight section bar that making frame uses comprises: lightweight section section bar, aluminium alloy extrusions, plastic-steel section bar, glass fiber reinforced plastic shapes and concrete sections.
4. light cement foam side fascia according to claim 3, is characterized in that, the wall thickness of described lightweight section bar is 2.5mm.
5. light cement foam side fascia according to claim 1, is characterized in that, the thickness of described cutting optimal (6) and upper layer (8) is 15mm.
6. light cement foam side fascia according to claim 1, is characterized in that, the gauge of wire of described galvanized steel wire netting (3) is 2mm.
7. light cement foam side fascia according to claim 1, is characterized in that, the diameter of the reinforcing bar of described steel bar girder (2) is 6mm.
CN201420655736.8U 2014-11-05 2014-11-05 Light cement foam side fascia Expired - Fee Related CN204252376U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420655736.8U CN204252376U (en) 2014-11-05 2014-11-05 Light cement foam side fascia

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420655736.8U CN204252376U (en) 2014-11-05 2014-11-05 Light cement foam side fascia

Publications (1)

Publication Number Publication Date
CN204252376U true CN204252376U (en) 2015-04-08

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104947848A (en) * 2015-06-18 2015-09-30 北京大工简筑科技有限公司 Assembly type house light steel composite wallboard and mounting method thereof
CN105019598A (en) * 2015-04-22 2015-11-04 华南理工大学建筑设计研究院 Reinforced lightweight plate for grooved reinforced concrete pavement
CN105986635A (en) * 2016-01-05 2016-10-05 钟祥鼎茂科技有限公司 Production technique of novel foamed cement purification plate
CN106476119A (en) * 2016-12-17 2017-03-08 广州市轻能建材有限公司 A kind of manufacture method of composite foaming cement super large plate
CN109610689A (en) * 2018-12-27 2019-04-12 湖南省富民乐建材科技发展有限公司 A kind of blind hole foams integrated lightweight wall plate and production technology and system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019598A (en) * 2015-04-22 2015-11-04 华南理工大学建筑设计研究院 Reinforced lightweight plate for grooved reinforced concrete pavement
CN105019598B (en) * 2015-04-22 2017-11-24 华南理工大学建筑设计研究院 A kind of cutting armored concrete surface layer strengthens light weight board
CN104947848A (en) * 2015-06-18 2015-09-30 北京大工简筑科技有限公司 Assembly type house light steel composite wallboard and mounting method thereof
CN105986635A (en) * 2016-01-05 2016-10-05 钟祥鼎茂科技有限公司 Production technique of novel foamed cement purification plate
CN105986635B (en) * 2016-01-05 2020-10-09 钟祥鼎茂科技有限公司 Production process of novel foamed cement purification plate
CN106476119A (en) * 2016-12-17 2017-03-08 广州市轻能建材有限公司 A kind of manufacture method of composite foaming cement super large plate
CN109610689A (en) * 2018-12-27 2019-04-12 湖南省富民乐建材科技发展有限公司 A kind of blind hole foams integrated lightweight wall plate and production technology and system

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20150408

Termination date: 20171105