IPC classes for russian patent Method to manufacture dispersed-reinforced concrete products. RU patent 2511221. (RU 2511221):
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Proposed method for preparation of fibrous cement material includes mixing of cement binder, sand, fibers, polymer binder, water plasticizing additive and pigment; surfactant is introduced into mix for fluffing of fibers; then, anti-foaming agent is introduced for reducing the amount of air pores. The ratio of components per 100 parts by mass of cement binder is as follows: 20-30 parts by mass of sand; 0.8-6 parts by mass of glass fibers, 12 and 6 mm long, 30% and 70% respectively; 3-10 parts by mass of polymer binder ACREMOS-512; 15-30 parts by mass of water; 0.5-1.5 parts by mass of superplasticizing agent C-3; 3-5 parts by mass of pigment; 0.01-0.03 parts by mass of PIONEER-128 superplasticizing agent and 0.03-0.8 parts by mass of PENTA-471 anti-foaming agent. First, water, plasticizing agent and surfactant are poured into mixer; then sand is poured and fibers are fluffed, after which pigment is introduced, polymer binder and anti-foaming agent are poured; then cement binder is poured and mixing is started. |
Method of filling-up of the cavity in the product with the heat-insulating material / 2309840
The invention is pertaining to the high-temperature technique, in particular, to manufacture of the thermal insulation by filling-up with the heat-insulating material of the cavity in the product, for example, in the unit of the guiding vanes or in the gas-turbine engine body. The technical result of the invention is the possibility of filling-up with the heat-insulating material of the cavities of the different cross-section and the curvature with the complex relief of the surfaces of the components forming the cavities and formation of the heat-insulating layer resistant against the long-term high-temperature and against the vibration impacts. The method of filling-up of the cavity in the product formed by the surfaces of the components composing the product provide for arrangement in the cavity at least of one component of the raw mixture for production of the heat-insulating material containing the filling agent made out of the mineral fiber or the vermiculite and the binding, drying of the applied raw mixture and the following thermal treatment after the product assemblage. In the capacity of the binding use the organic water-containing binding: the aqueous emulsion of the polyvinyl acetate with the concentration of 7-30 mass % or the aqueous gel with the contents of the guar gum of 0.06-1 mass %, at the following composition of the raw mixture (in mass %): the vermiculite - 43-45, the aqueous emulsion of polyvinyl acetate with the concentration of 7-30 mass % - 55-57 or the mineral fiber in the form of the fragments of the linen or the cotton-wool or the mat - 10-12, the aqueous gel with the contents of the guar gum of 0.06 - 1 mass % - 88-90. The raw mixture is arranged by pressing at the manual prepressure and the surface flattening. The drying is conducted at the temperature of 100-240°С with production of the layer adhered to the surface of the cavity. The thermal treatment after the assembling execute at the temperatures of no less than the temperature of decomposition of the organic water-containing binding. |
Method of preparation of mix for production of composite material and method of manufacture of articles from such composite material / 2318778
Proposed method includes mixing of 100 parts by mass of cement, 0.8-8 parts by mass of reinforcing fibers, 10 parts by mass of micro-filler, 0.5-1.5 parts by mass of plasticizing additive, 14-20 parts by mass of water, 3-10 parts by mass of acryl copolymer, 0.5-1.5 parts by mass of hardening agent for acryl copolymer and 3-5 parts by mass of mineral pigment. First, liquid component is prepared in activator-mixer from water, plasticizing additive, reinforcing fibers, acryl copolymer, acryl copolymer hardening agent and mineral pigment; then, reinforcing fiber is subjected to fluffing-up, after which micro-filler is introduced in the amount of 15-35% of total amount of cement required for preparation of mix. Then, liquid component is transferred to planetary mixer where it is mixed with cement or with its remaining part till working consistency of mix. Used as plasticizing additive is super-plasticizing agent C-3 on base of naphthalenesulfonic acid and formaldehyde; used as acryl copolymer is acryl monomer emulsion МБМ-5C; used as acryl copolymer hardening agent is lime; used as micro-filler is micro-silica at average diameter of granules of 0.3-3.0 mcm; used as reinforcing fibers are glass fibers at addition of 10-15% of fine asbestos fibers of Grade 4-5 or fluffed-up cellulose. For realization of this method, use is made of molds with flexible pans. |
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FIELD: construction.
SUBSTANCE: invention relates to construction, namely, to methods of manufacturing of dispersed-reinforced products. The method for dispersed-reinforced concrete products includes laying of a concrete mixture with layer thickness and filling of the layers with fibres, so that its longitudinal axis is perpendicular to the cross section of the product. The outer layers are filled with large amount of the fibres, compared to the inner ones, and the central layer is not filled with the fibres.
EFFECT: invention will make it possible to increase strength of concrete products when bent under action of vertical load.
1 dwg, 1 tbl
The invention relates to the construction industry and can be used at the enterprises for production of concrete products.
Known method of preparation of polystyrene concrete mix (RU 2309134, SW 8/10, publ. 21.10.2007), including preliminary mixing of foam polystyrene, basalt fiber and additives together with a part of tempering water, then add the Portland cement and water, mixing and molding volume vibropressing. At low density reinforced mixture rather high durability of products under compression. The disadvantage of this method is the chaotic nature of the fiber distribution over the thickness of the product and as a consequence of the formation of a chaotic mass. This leads to low durability of products in bending.
Known method of preparing the modified concrete mix (EN 2397069, VS 5/40, publ. 20.08.2010), including mixing Portland cement mixer, steel fibre, filler, plasticizing additives and mixing water. Due to mixing in the mixer and all components together, fiber distributed throughout the volume of the product chaotic, which leads to low durability of products in bending.
Closest to the claimed is the way (SU 876431, WV 1/52, publ. 30.10.1981), in which the supply of concrete mixture and fibre is performed sequentially, with fibre in the process of filing cut and laid out by moving points cut their relation to each other in the direction perpendicular section of a product. When molding products on its thickness layout fibre constant, Flexural strength for the outer layers of the product, intermediate layers and neutral cross-section is constant as well.
However, when bending products, such as reinforced concrete beams under external vertical load, the voltage on the thickness of the beam vary linearly σ = 0,2 + 23 Z 0,5 h ,
where s is the change in strength as the thickness of the product,
Z is the vertical coordinate,
h - thickness of the product.
The upper layers of the beam are experiencing compression, and the lower strength.
Maximum voltage occur in areas that are most remote from the neutral line, i.e. in the upper and lower layers thickness of the beam.
Flexural strength is also not constant thickness of the product.
The invention solves the problem of increase of durability of concrete products bending under the vertical load.
This is achieved by the manufacturer dispersion-reinforced concrete products is carried out by layer in the thickness laying of concrete mixture and fill layers of fiber so that the longitudinal axis is perpendicular to the cross-section of the product, and the outer layers fill a large number of fibre, than internal, and the Central layer fibre does not contain.
Filling the outer layers of the product by the number of fibres greater than in the interior, allows to strengthen these layers as exposed to great stresses tension or compression than the inner layers, and thus to increase strength in bending of a beam under the action of external vertical load.
Lack of fibre in the Central layer is because when bending products under external vertical load of the Central layer is neutral, voltage in it practically absent, and this layer hardening is not required.
The invention is illustrated by drawings, where it is shown multi-layer concrete beam bending under the vertical load. Here R - vertical load, h is the thickness of the product.
Concrete beam consists of the external bottom layer 1, the internal intermediate layer 2, innermost layer 3, the internal intermediate layer 4, external upper layer 5.
The method is as follows.
For the formation of the external bottom layer 1 in the formwork beams fall asleep about 30-40% of the total number of fibre so that the longitudinal axis is perpendicular transverse section of a product, and then in the casing serves a concrete mix. After shvatyvanija the bottom layer of concrete formwork raise and form a layer 2: fall asleep fibre approximately 10-20% of the total number of fibre, then pour the concrete mix. Curing of concrete longitudinal axis of the fiber cross section perpendicular to the product. The Central layer 3 only form of concrete mixture, fibre its not fill. Internal intermediate layer 4 form similar to the layer 2. External upper layer 5 form similar to layer 1. Depending on the geometric dimensions of the product and the brand of concrete mix the number of layers can be 5 or more. As Balka operates on compression and tension about the same, it is advisable layers to do the same thickness. Example.
Manufactured concrete beams in length 5950 mm, width 200 mm, thickness of 570 mm
Used steel fibre length of 20-30 mm in diameter 5-12 mm
The product was tested for strength, tensile and compression when bending.
The results are given in the table.
Table
The distribution layer thickness products
The number of fibre of its total volume, % Product
Prototype
Tensile strength in bending, MPa
Compressive strength in bending, MPa
Tensile strength in bending, MPa
Compressive strength in bending, MPa
5 - external top 30 - 23,1 - 11,3
4 - internal intermediate 20 - 11 - 11,3
3 - internal Central 0 0,2 0,2 - -
2 - internal intermediate 20 11,3 - 11,3
1 - external bottom 30 23,2 - 11,3
Tests showed that the bending of the product under the vertical load the strength in the zone of compression is 23-30 MPa, elongation zone - 23-25 MPa. The table shows that during forming of the product by the present method the tensile strength in bending the top layer is increased by 52.1 per cent for the lower layer - by 50.4%.
Method of manufacture of dispersion-reinforced concrete products by layer in the thickness laying of concrete mixture and fill layers of fiber so that the longitudinal axis is perpendicular transverse section of a product, wherein the outer layers fill a large number of fibre, than internal, and the Central layer fibre not fill.
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