Granted Patent B2

US 12,233,431 · App. 17/261,450 · Granted Feb 25, 2025

Inventors: Anne Daubresse (Saint Quentin Fallavier, FR); Eric Sanchez (Saint Quentin Fallavier, FR)

Assignee: SIKA TECHNOLOGY AG

B05B7/0433B05B7/0093B05B7/2489B28C5/026E04G21/0418

Abstract

Claims (65)

1. A method for spraying a wet mortar configured to harden to form a construction element, the method comprising the following stages:

e.1. preparation of a wet mortar by mixing water with at least one binder comprising particles, the D 50 of which is less than or equal to 150 μm, with aggregates, at least a part of these aggregates having:

a particle size D 50 of between 1 and 15 mm, and

a form factor F defined as being the ratio of the largest dimension of an aggregate to its smallest dimension, such that F is different from 1;

e.2. spraying of this wet mortar using a spraying device for a wet mortar comprising:

at least one pump for circulating the wet mortar, the pump for circulating the wet mortar being selected from eccentric screw pumps comprising a pumping jacket with a number of screw pitches of equal to either 3 or 4 ,

at least one source of spray fluid,

and at least one spray gun comprising:

a gun body comprising:

at least one inlet for a flow of wet mortar configured to be connected to a supply line for this flow of wet mortar,

at least one opening for injection of a jet of spray fluid,

and at least one chamber for bringing the jet of spray fluid into contact with the flow of wet mortar,

at least one duct for guiding the flow of wet mortar from the inlet of the gun body up to the contacting chamber, and

at least one outlet for sprayed wet mortar,

at least one injector mounted on the injection opening and comprising at least one head emerging in the contacting chamber, this injector being capable of producing a jet of spray fluid in the direction of the outlet of the gun body, the injector being configured to be connected to a pipe for feeding with spray fluid,

at least one spray nozzle for the mortar, configured to be mounted on the outlet of the gun body, and

at least one connection end piece mounted on the inlet of the gun body provided for the admission of the flow of wet mortar,

wherein

a. the pressure of the jet of wet mortar at the nozzle outlet is between 5 and 30 bars,

b. the guiding duct is designed so that the flow of wet mortar within this duct is monodirectional or multidirectional, with the condition according to which any change in the direction of the flow corresponds to an angular deviation ED of less than or equal to 30°,

c. the position of the injection head of the injector in the contacting chamber is adjustable, and

d. the wet mortar is constituted by a pasty matrix including aggregates,

(d.1) the matrix being constituted by a mixture comprising at least one liquid, at least one binder comprising particles with a particle size D 50 of less than or equal to 150 μm,

(d.2) at least a part of these aggregates having:

a particle size D 50 of between 1 and 15 mm, and

(d.3) and a form factor F defined as being the ratio of the largest dimension of an aggregate to its smallest dimension, such that F is different from 1.

2. The method as claimed in claim 1 , wherein the aggregates are selected from the group consisting of:

(i) biobased fillers of plant origin,

(ii) natural mineral fillers,

(iii) synthetic mineral fillers,

(iv) synthetic nonmineral fillers,

(v) fillers resulting from industrial coproducts or byproducts,

(vi) mineral sands used for sandblasting, shot blasting or pressure spray cleaning,

(vii) aggregates from the dismantling of civil engineering or building works which are predominantly mineral,

(viii) aggregates from the dismantling of civil engineering or building works which are predominantly organic,

(ix) mixtures of aggregates (viii) with mineral matrices,

(x) aggregates from the dismantling of refractory linings,

(xi) plastics which cannot be recycled,

(xii) nonhazardous granular materials for landfill, and

(xiii) their mixtures.

3. The method as claimed in claim 1 , wherein the construction element made of hardened mortar is selected from the group consisting of an interior or exterior façade rendering, a smooth surface and/or a raised surface for floors, a roof filling, a filling of frame building formwork, a prefabrication element, and a technical and/or sound insulation mortar.

4. The method as claimed in claim 1 , wherein ED is less than or equal to 20°.

5. The method as claimed in claim 1 , wherein the guiding duct is designed so that the flow of wet mortar is monodirectional and the angle α between the direction of the flow of wet mortar and the direction of the jet of spray fluid is such that:

α≤45°.

6. The method as claimed in claim 1 , wherein:

the guiding duct has a minimum internal diameter D 1 ,

the spray nozzle for the mortar comprises a terminal opening with a minimum internal diameter D 2 , and

D 1/ D 2≥1.

7. The method as claimed in claim 6 , wherein:

20≤ D 1 (in mm)≤60, and

10≤ D 2 (in mm)≤25.

8. The method as claimed in claim 6 , wherein:

the inlet of the gun body provided for the admission of the flow of wet mortar is configured to be connected to a supply hose for the flow of wet mortar, with a minimum internal diameter D 3 , and

D 1= D 3+/−10%.

9. The method as claimed in claim 1 , wherein:

the spray gun comprises at least one connection end piece mounted on the inlet of the gun body provided for the admission of the flow of wet mortar,

this end piece has a minimum internal diameter D 4 ,

this end piece is configured to be connected to a supply hose for the flow of wet mortar, with a minimum internal diameter D 3 , and

D 3= D 4+/−10%.

10. The method as claimed in claim 1 , wherein the pump for circulating the wet mortar is selected from eccentric screw pumps comprising at least one of the following characteristics:

P.1. pumping jacket with an air gap between rotor and stator of between 4 and 30 mm,

P.2. pumping jacket with a length L of between 20 and 80 centimeters,

P.4. pumping jacket with an elastomer stator with a Shore hardness of between 30 and 60,

P.5. a bursting pressure of less than or equal to 150 bars, and

P.6. a working pressure for the flow of wet mortar of between 10 and 30 bars.

Assignments (1)

Priority Claims (1)

Continuity (1)

References Cited (19)