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Method to manufacture dispersed-reinforced concrete products. RU patent 2511221.

Method to manufacture dispersed-reinforced concrete products. RU patent 2511221.
IPC classes for russian patent Method to manufacture dispersed-reinforced concrete products. RU patent 2511221. (RU 2511221):

B28B1/52 - specially adapted for producing articles from mixtures containing fibres (by wrapping on to mandrels B28B0001420000)
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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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