CN207110155U - Fiber knitted net concrete and hung curtain wall - Google Patents

Fiber knitted net concrete and hung curtain wall Download PDF

Info

Publication number
CN207110155U
CN207110155U CN201720113257.7U CN201720113257U CN207110155U CN 207110155 U CN207110155 U CN 207110155U CN 201720113257 U CN201720113257 U CN 201720113257U CN 207110155 U CN207110155 U CN 207110155U
Authority
CN
China
Prior art keywords
curtain wall
knitted net
fiber knitted
concrete
preset
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
CN201720113257.7U
Other languages
Chinese (zh)
Inventor
沈玲华
王激扬
徐世烺
陶燕丽
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.)
Zhejiang Lover Health Science and Technology Development Co Ltd
Zhejiang University ZJU
Original Assignee
Zhejiang Lover Health Science and Technology Development Co Ltd
Zhejiang University ZJU
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhejiang Lover Health Science and Technology Development Co Ltd, Zhejiang University ZJU filed Critical Zhejiang Lover Health Science and Technology Development Co Ltd
Application granted granted Critical
Publication of CN207110155U publication Critical patent/CN207110155U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Knitting Of Fabric (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The utility model provides a kind of fiber knitted net concrete and hung curtain wall.Fiber knitted net concrete and hung curtain wall, including preset-groove, fiber knitted net is provided with the plug-in curtain wall, the preset-groove is located at fiber knitted net hole, and the preset-groove is used to install back of the body bolt.The preset-groove cross section is trapezoidal.Curtain wall described in the utility model make and install there is manufacture craft simplicity, light thin-wall, installation and transportation expense is low, assembly technology is convenient, there is good high capacity, cracking resistance, excellent in durability, good appearance in performance.

Description

Fiber knitted net concrete and hung curtain wall
Technical field
The utility model belongs to building material technical field, and in particular to fiber knitted net concrete and hung curtain wall.
Background technology
Curtain wall is widely used in alien invasion and the upholstery of building, market today as a kind of special decorating wall It is upper to have stone material, ceramic wafer, devitrified glass, high pressure laminate, cement fibril plate, glass, FRIM, pottery clay plates, metallic plate It is numerous in variety etc. nearly 60 kinds of curtain wall materials, a variety of demands can be met.Current most widely used curtain wall is glass curtain wall, metal Curtain wall and stone curtain wall.It is scarce that light glass curtain wall has that light pollution, energy consumption are big, cleaning and maintenance expense is high and easily be struck by lightning etc. Point;In addition, glass is rapid wear material, management and protection to meaning construction and during use require higher.Stone curtain wall has matter Feel, the features such as appearance is good, various in style, easy for installation, but stone material weight is big, adds building deadweight, transports, applies Work cost also improves therewith;Also contain radioactive substance, possible do harm to huamn body in lithotome.Metal curtain wall has good Ductility, color is various, available for the curtain wall of special shaped building, such as bends curtain wall, channel-shaped sheet material, but its shortcoming has:Metal Material is easily corroded, and panel is connected with supporting construction can cause bimetallic corrosion;During by wind load, deformation is larger;Generally need The curtain wall thickness for being used in conjunction with, to reach the effect of insulation, being compounded to form with other insulation materials is larger, and economy is poor. In addition, curtain wall should develop so that curtain wall is meeting building enclosure and aesthetics as a kind of fender member to the direction of energy-conserving and environment-protective On the premise of, have both the combination property such as lightweight, thin-walled, corrosion-resistant, waterproof.What time it is above at present on as architecture enclosing The curtain wall construction of structural system more scabrous problem and difficult point in use.
Fiber knitted net strengthens concrete(Textile Reinforced Concrete, TRC)As a kind of novel concrete Based composites, traditional reinforcing material is substituted using the nonmetal-fiber-material braiding networking that tensile strength is high, corrosion resistance is strong (Such as reinforcing bar), there is excellent mechanical characteristic, endurance quality, impact property and control critical eigenvalue ability;And pour it is simple and convenient, just Produced in prefabrication.In addition, the curtain wall made of this kind of material has good conductive effect, deicing or snow melting function is realized (Apply in the number of applying for a patent CN200810229274.2 patent open).By mixing the fibre that is chopped in fine concrete China and foreign countries Effect and deformability are split in the control that the modes such as dimension effectively improve curtain wall.
Utility model content
The purpose of this utility model is to provide a kind of collection light thin-wall, high capacity, good endurance, shock resistance It is good, toughness is high, be easily assembled formula production etc. a variety of advantages in one high-performance building beyond the region of objective existence drape wall, it is intended to overcome traditional curtain The defects of walling material, improve the service life and economy of curtain wall.
To achieve the above object, technical scheme disclosed in the utility model is:Fiber knitted net concrete and hung curtain wall, institute State and fiber knitted net is provided with plug-in curtain wall, the preset-groove is located at fiber knitted net hole, and the preset-groove is used In installation back of the body bolt.Preset-groove is integral type with plug-in curtain wall, and direct pore-forming, compared with punching in the past, no micro-cracks are safe Property it is high, and hole size is unified, suitable for mass production, install convenient.
The preset-groove cross section is trapezoidal.Conventional curtain wall is installed as placement extension bolt of punchinging, and the cross section in hole is mostly water chestnut Shape, or the cambered inwards curved surface of inner face, and preset-groove of the present invention is shaped as the trapezoidal of integral type pouring molding, bottom surface is flat Face causes and hung the contact area between bolt to increase, and installation is more reliable.The plug-in curtain wall both can make mould according to scantling Tool pours in batches, can also pour the small board member for building up and corresponding size being cut into after big plate.
On the basis of using above-mentioned technical proposal, the utility model can also use technical scheme further below:
For spacing between adjacent fiber knitted net between 3 ~ 10mm, curtain wall thickness is 1 ~ 5cm.Compressive Bearing Capacity can Up to 80 ~ 100Mpa.
Fiber knitted net is laid in the centre position of plug-in curtain wall, and fibrage scrim layer number is one or more layers.It is described Seam between curtain wall panel can both use joint filling form, can also use joint form.
The preparation method of fiber knitted net concrete and hung curtain wall of the present invention is as follows:
Step 1:First one or more chopped strands are mixed evenly with fine concrete before pouring;
Step 2:Described fiber knitted net passes through tensioning before pouring, and carries out epoxy resin impregnation, or directly Tensioning is carried out to pour;Successively anchoring fiber mesh grid in casting process, and pour fine concrete layer;Reserved in casting process Preset-groove needed for later stage assembling, reserved preset-groove, which is located at fiber knitted net hole, to be used to prevent curtain wall from using Occur in journey interface split pull open it is bad;
Step 3:The curtain wall is first stood after end is poured, then is conserved.
The fiber knitted net is using carbon fiber, aramid fibre, alkali-resistant glass fibre, basalt fibre, poly- second Alkene fiber, vinal mesh grid or by above fiber shuffling into fiber knitted net.The fiber knitted net is non-gold Belong to fiber knitted net.
The chopped strand includes:Polyethylene fibre, carbon fiber, glass fibre, basalt fibre, vinal, One or several kinds in aramid fiber and steel fibre.
The constituent of fine concrete includes water, water reducer, quartz sand and other binder materials, and fine concrete collapses Degree of falling extends diameter range between 60 ~ 75cm.
The length of described chopped strand is between 5 ~ 15mm, and volume is between 0.1 ~ 1.5%.
Each component mass ratio is cement in described fine concrete:Water:Flyash:Silicon ash:Water reducer:Coarse sand:Fine sand= 1:(0.45~0.55):(0.3~0.36):(0.05~0.1):(0.006~0.01):(0.9~1.0):(1.8~2.0), its medium coarse sand Particle size range with fine sand is respectively 0.6 ~ 1.2mm and 0 ~ 0.6mm.
The maintenance refers to that plug-in curtain wall is transported to steam-curing chamber after end is poured, by curtain wall panel.In logical steam Before, 5 ~ 6 hours first being stood, temperature control ensures that it can resist the temperature stress caused by heating at 30 degree or so, with Exempt to cause the defects of local.Steam curing is stripped after 2 days, and maintaining process is completed after continuing watering maintenance after the demoulding 28 days.
Another technical problems to be solved of the utility model are to provide fiber knitted net concrete and hung curtain wall.Including with Lower technical scheme:
Excellent effect of the present utility model is:Fiber knitted net concrete and hung curtain wall described in the utility model and tradition Curtain wall is compared, and lightweight, high capacity, control split to ability is strong and good endurance;The utility model ensure that curtain wall construction collection carrying, The functions such as cracking resistance, waterproof, shock resistance are in one, and particularly in skyscraper, the curtain wall can bear larger wind load.In the north Cold district, the curtain wall possess deicing or snow melting and heat insulation function.
Due to fiber knitted net good endurance so that curtain wall protective layer thickness is unrestricted, before light thin-wall is met Put and also have the ability such as impervious, corrosion-resistant concurrently, the service life and economy of curtain wall is effectively ensured.At the same time, due to the curtain Wall is poured by the fine concrete for mixing chopped strand outside and formed, and has Crack Control ability, energy absorption capability, microcrack self-healing The advantages such as ability is strong.The mobility of fine concrete used is preferable, effectively reduces the prefabricated production difficulty of curtain wall, is advantageous to add Fast prefabricated progress, realization can assemble advantage, and can formulate optimum combination according to specific requirement flexible design, and according to cost condition Scheme, reach benefit and the perfect adaptation using function.
Brief description of the drawings:
Fig. 1 is the schematic diagram after the installation of the utility model fiber knitted net concrete and hung curtain wall.
Fig. 2 (a) is the utility model fiber knitted net concrete and hung curtain wall internal structure schematic diagram.
Fig. 2 (b) is this fiber knitted net concrete and hung curtain wall side view.
Fig. 2 (c) is the side view of the special-shaped curtain wall of the utility model fiber knitted net concrete and hung curtain wall.
Fig. 3 (a) ~ 3 (f) is fiber knitted net concrete and hung curtain wall casting process schematic diagram of the present utility model.
Fig. 4 is the side view of the connector of fiber knitted net concrete and hung curtain wall and crossbeam of the present utility model.
Fig. 5 is the connection of fiber knitted net concrete and hung curtain wall of the present utility model and crossbeam, column and agent structure Schematic diagram.
Fig. 6 is the connection of fiber knitted net concrete and hung curtain wall of the present utility model and crossbeam, column and agent structure Mode side view.
Wherein:Plug-in curtain wall 1, crossbeam 2, column 3, fiber knitted net 4, the fine concrete 5 of chopped strand is mixed outside, it is preset Groove 6, the plug-in curtain wall 7 of abnormity, custom built forms 8, apply the direction 9 of external force, bolt 10, hanging plate 11, body junction in casting process Structure 12, connector 13.
Embodiment
Describe explanation example of the present utility model in detail with reference to technical scheme and accompanying drawing, the utility model is entered to advance One step describes in detail.It should be appreciated that instantiation described herein is only used for explaining the utility model, this practicality is not limited It is new.
Accompanying drawing 1 gives fiber knitted net concrete and hung curtain wall 1 described in the utility model, and plug-in curtain wall 1 passes through horizontal stroke Beam 2 and column 3 are connected with agent structure 12, as shown in Figure 5 and Figure 6.(f) institute of the manufacturing process of the curtain wall such as Fig. 3 (a) ~ 3 Show, plug-in curtain wall 1 is from fiber knitted net 4 and mixes the composite concrete placement of fine concrete 5 of chopped strand outside and forms, non-metallic fibers Mesh grid is located at the inside of plug-in curtain wall 1, lays the number of plies of fiber knitted net 4 and need to be determined according to actual requirement of engineering.
The preferable species of non metal fiber woven net includes in fiber knitted net concrete and hung curtain wall described in this example: Carbon fiber, aramid fibre(Aramid), alkali-resistant glass fibre, basalt fibre, polyethylene fibre, vinal Mesh grid, or by above fiber shuffling into fiber knitted net;Preferable chopped strand includes:Polyethylene fibre, carbon fiber, glass One or several kinds in glass fiber, basalt fibre, vinal, aramid fiber and steel fibre;It is preferable fine mixed Coagulating the constituent of soil includes water, water reducer, quartz sand and other binder materials.
Each component mass ratio is cement in preferable fine concrete:Water:Flyash:Silicon ash:Water reducer:Coarse sand:Fine sand= 1:(0.45~0.55):(0.3~0.36):(0.05~0.1):(0.006~0.01):(0.9~1.0):(1.8~2.0), its medium coarse sand Particle size range with fine sand is respectively 0.6 ~ 1.2mm and 0 ~ 0.6mm.
The step of pouring the fiber knitted net concrete and hung curtain wall described in this example such as Fig. 3 (a) ~ 3 (f) are shown.First root Curtain wall size is determined according to actual requirement of engineering, makes the mould 8 for meeting placement layer by layer.As shown in Fig. 2 (b), in order that curtain wall table Face is more smooth, and the smooth lucite mould in surface can be used or fixed on existing mold surface smooth and fluid-tight thin Film, the smooth plug-in curtain wall in surface is made.See Fig. 2 (c), sometimes to pour special-shaped plug-in curtain wall, shape required for can be used Mould, special-shaped plug-in curtain wall, apparent formation particular curve moulding is made.
When preparing curtain wall matrix material, all siccatives are first stirred into 60s according to corresponding proportioning, add water and water reducer Until stirring, chopped strand is finally mixed, stirs 60s.The resulting outer fine concrete 5 for mixing fiber is cast in phase In the mould 8 answered, the first layer thickness of mould 8 is the protective layer thickness of plug-in curtain wall, as shown in Fig. 3 (a).Then spread by Fiber knitted net 4 after epoxy resin impregnation, is shown in Fig. 3 (b).Compiled by the anchoring fiber mesh grid 4 of mould 8, and in fiber Knitmesh surrounding two directions tension, is shown in Fig. 3 (c).The second thickness of the outer fine concrete 5, now mould 8 for mixing chopped strand is poured again The interlamellar spacing spent between fiber knitted net and fiber knitted net, is shown in Fig. 3 (d).Ibid step fixes corresponding fibrage again Net 4, pours lapping successively, until reaching the number of plies of the fiber knitted net of design, as shown in Fig. 3 (e).Finally by pre-buried By the built-in fitting for processing of putting the oil, back of the body bolt hole 6 is reserved, as shown in Fig. 3 (e), built-in fitting position is preferably located at fiber knitted net hole Place, to avoid damage to the globality of fiber knitted net, pouring for curtain wall can be completed by above-mentioned steps.
After pouring end, curtain wall panel is transported to steam-curing chamber.Before logical steam, 5 ~ 6 hours first are stood, temperature Control ensures that it can resist the temperature stress caused by heating at 30 degree or so, in order to avoid cause the defects of local.Steam is supported Shield is stripped after 2 days, and maintaining process is completed after continuing watering maintenance after the demoulding 28 days.After taking out the outside built-in fitting put the oil, by curtain Assembled in wall consolidated delivery to building site.
The assembling process of plug-in curtain wall is as shown in Figure 4, Figure 5 and Figure 6.The inner side of fibrage enhancing concrete and hung curtain wall 1 Preset-groove 6 as back of the body bolt hole, after back of the body bolt is implanted into preset-groove 6, back of the body bolt and hanging plate 11 are fixed by hanging plate 11 with bolt 8 Hang on the connected crossbeam 2 of column 3, and be fixedly connected with both with stainless steel bolt 8, and column 3 and agent structure 12 Then fixed and supported by connector 13.
Pour and the installation process of curtain wall described in the utility model are easy to the extensive Prefabrication of factory, be readily transported, Construction and installation, it is good in economic efficiency, additionally can be changeable attractive in appearance according to actual requirement of engineering flexible design, profile.Curtain wall collection is thin The various features such as wall lightweight, durable, high-strength, the height suitable for various types of outside vertical surface of building and complex environment Layer building.
The moulding process and maintaining process of described curtain wall are completed in factory, finally carry out unified transport and assembling, Realize industrialization Prefabrication.
The specifications parameter of the curtain wall should refer to《GB/T21086-2007 building curtain walls》Requirement, and combine building from Body situation, comprehensive Design is carried out with regard to several respects such as the fibrage network arrangements number of plies, curtain wall thickness, curtain wall sizes;Can also be according to tool Specious curtain wall is made using color concrete in body situation, or arc or special-shaped curtain is made according to outside vertical surface of building trend Wall.

Claims (2)

1. fiber knitted net concrete and hung curtain wall, it is characterised in that including preset-groove, fibre is provided with the plug-in curtain wall Mesh grid is tieed up, the preset-groove is located at fiber knitted net hole, and the preset-groove is used to install back of the body bolt, described preset recessed Groove cross section is trapezoidal;
Spacing between adjacent fiber knitted net is between 3~10mm;Fiber knitted net is laid in the interposition of plug-in curtain wall Put, fibrage scrim layer number is one or more layers.
2. fiber knitted net concrete and hung curtain wall according to claim 1, it is characterised in that:Curtain wall thickness be 1~ 5cm。
CN201720113257.7U 2017-01-24 2017-02-07 Fiber knitted net concrete and hung curtain wall Expired - Fee Related CN207110155U (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN2017201004263 2017-01-24
CN201720100426 2017-01-24

Publications (1)

Publication Number Publication Date
CN207110155U true CN207110155U (en) 2018-03-16

Family

ID=61595423

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720113257.7U Expired - Fee Related CN207110155U (en) 2017-01-24 2017-02-07 Fiber knitted net concrete and hung curtain wall

Country Status (1)

Country Link
CN (1) CN207110155U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106968374A (en) * 2017-01-24 2017-07-21 浙江科技学院 Fiber knitted net concrete and hung curtain wall and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106968374A (en) * 2017-01-24 2017-07-21 浙江科技学院 Fiber knitted net concrete and hung curtain wall and preparation method thereof

Similar Documents

Publication Publication Date Title
CN102561584B (en) The production method of fiber reinforced cement composite concrete precast construction member
CN106836622B (en) Multifunctional disassembly-free template made of fiber composite material and preparation method of multifunctional disassembly-free template
CN103435308B (en) Composite board and manufacturing method thereof
CN105421652A (en) Composite heat-preserving wallboard
CN100567675C (en) A kind of preparation method of insulation roof slab
CN106760029B (en) A kind of Assembled self-insulating wall is counter to beat preparation process
CN104278794B (en) Prefabricated thermal insulation composite wallboard of a kind of carrying space three-dimensional structure and preparation method thereof
CN106968378A (en) A kind of arrangement of reinforcement formula fiber knitted net concrete floor and preparation method thereof and installation method
CN106968374A (en) Fiber knitted net concrete and hung curtain wall and preparation method thereof
CN208152383U (en) A kind of lightweight non-light tight concrete plate
CN210679912U (en) High-performance assembled combined external wallboard
CN108797892A (en) A kind of fiberglass gridding enhancing concrete exempts to tear column mould and preparation method thereof open
CN205153276U (en) Composite heat -insulating wall board
CN105089201A (en) Fibre concrete composite vacuum insulation wall panel and production method thereof
CN207110155U (en) Fiber knitted net concrete and hung curtain wall
CN106499113A (en) One kind is just beating preparation technology without finish coat assembled body of wall
WO2019153715A1 (en) Method for manufacturing trc permanent formwork with grid inner wall
CN207110169U (en) A kind of arrangement of reinforcement formula fiber knitted net concrete floor
CN106703250B (en) A kind of Assembled self-insulating wall and its just manual labour skill
CN108675708A (en) A kind of concrete link plate and preparation method thereof
CN211714563U (en) Low-cost, light, high-strength non-dismantling composite heat-insulating template
CN111550077A (en) Fabricated anti-seismic reinforcing reconstruction structure and reconstruction construction method of existing building
CN101839039B (en) PTB waterproof thermal insulation composition board as well as manufacture method and use method thereof
CN108147753B (en) Recycled concrete, assembled composite wallboard and preparation method thereof
CN203080796U (en) Reinforced concrete sandwich thermal insulating wallboard of prefabricated house

Legal Events

Date Code Title Description
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: 20180316

Termination date: 20210207