Dry-Construction Stud and Dry-Construction Wall with a Dry-Construction Stud

Abstract

The invention relates to a dry-connection stud having a web and a first and second flange connected to the web, wherein flange beads are provided in at least one of the flanges, wherein the flange beads each extend in the longitudinal direction of the stud over a flange bead length that is less than an overall length of the stud, wherein the flange beads are disposed at a center distance from each other. The invention further relates to a dry-construction wall with such a dry-construction stud.

Claims

1. Dry-construction stud comprising, a web and first and second flanges connected to the web; wherein flange beads are provided in at least one of the flanges; wherein the flange beads each extend in the longitudinal direction of the stud over a bead length (A), which is less than a total length (B) of the stud, characterized in that the web has a first web section, which forms an edge portion of the web and merges into a bent first flange connecting section that connects the first flange to the web and in that the web has a second web section, which forms a further edge portion of the web and merges into a bent second flange connecting section, which connects the second web section to the second flange; and wherein the web has a web bead arranged between the first and the second web sections.

2. Dry-construction stud according to claim 1, characterized in that the web bead is arranged centrally in the web.

3. Dry-construction stud according to claim 1, characterized in that the web bead and/or the flange beads project in a direction towards the inside of the stud.

4. Dry-construction stud according to claim 1, characterized in that the web bead has a web bead height (H), which is between 1 and 5 times the material thickness (D) of the stud.

5. Dry-construction stud according to claim 1, characterized in that the web bead has a central region as well as a first transition region the first web section and a second transition region to the second web section, wherein the first and second transition regions each have an obliquely arranged section, which is arranged at an angle of between 30° and 75° to the central region.

6. Dry-construction stud according to claim 5, characterized in that the first and second transition regions each have a first radius and a second radius, wherein the obliquely arranged section is arranged between the first and the second radius.

7. Dry-construction stud according to claim 1, characterized in that the bent first and second flange connecting sections each have a bending radius between 1 mm and 3 mm.

8. Dry-construction stud according claim 1, characterized in that the flange beads have a flange bead height (C), which is between 0.5 and 2 times the material thickness (D) of the stud.

9. Dry-construction stud according to characterized in that the center distance (E) of neighboring flange beads is between 100 mm and 250 mm.

10. Dry-construction stud according to characterized in that the flange beads have a flange bead width (F), which is between 2 mm and 4 mm.

11. Dry-construction stud according to claim 1, characterised in that the stud has a knurling in the area of the web and/or in the area of the flanges.

12. Dry-construction stud according to claim 1, characterized in that the width (K) of the web is between 30 mm and 300 mm and/or in that the width (L) of the flanges between 30 mm and 60 mm.

13. Dry-construction stud according to claim 1, characterized in that the first and second flanges are disposed at an opening angle of between 1° and 6° with respect to one another.

14. Dry-construction stud according to claim 1, characterized in that it is a C-stud.

15. Dry-construction wall comprising at least one dry-construction stud according to one of the preceding patent claims and a paneling attached thereto.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0040] The figures show:

[0041] FIG. 1 is a perspective representation of a dry-construction stud according to the invention;

[0042] FIG. 2 is an enlarged representation of a section of the dry-construction stud from FIG. 1;

[0043] FIG. 3 is a cross-section through the dry-construction stud from FIG. 1;

[0044] FIG. 4a is a further dry-construction stud according to the invention;

[0045] FIG. 4b is an enlarged representation of a section of the dry-construction stud from FIG. 4a;

[0046] FIG. 5 is a cross-section through the section of a drywall with dry-construction studs from FIG. 1;

[0047] FIG. 6 shows the sound insulation properties of a partition wall constructed with a dry-construction stud according to the invention in comparison with a dry-construction stud with a different design.

DETAILED DESCRIPTION

[0048] FIGS. 1 to 3 show a first embodiment of a dry-construction stud that is not provided with a knurling. FIGS. 4a and 4b show an identical dry-construction stud provided additionally with a knurling. Therefore, in the following, where there are similarities, the embodiments are described jointly.

[0049] FIGS. 1 to 4b each show a dry-construction stud 1 which is a metal stud. The metal stud can be obtained by forming a sheet metal. The dry-construction stud 1 has a web 3 and a first and second flange 4, 5. The first and second flanges 4, 5 are arranged on the web 3. The first and second flanges 4, 5 as well as the web 3 are made of continuous metal sheet. During manufacture, the originally flat metal sheet is bent into the shape shown in FIGS. 1 to 4b.

[0050] The dry-construction stud 1 has several flange beads 6 in each of the first and second flanges 4, 5. The flange beads are aligned in such a way that they protrude in one direction towards the inside of the stud. The inside of the stud is formed by the space between the first and second flange 4, 5.

[0051] The flange beads 6 are each arranged in a central region of the first and second flanges 4, 5.

[0052] As shown, the flange beads 6 each extend in the longitudinal direction of the stud 1 over a bead length A, which is less than the total length B of the stud 1. The oblong flange beads 6 of one flange 4, 5 are all arranged along a single straight line. The first and second flanges 4, 5 have no further beads in addition to the flange beads 6.

[0053] The flange beads have a flange bead height C, which is between 0.5 and 2 times the material thickness D of the metal stud.

[0054] FIG. 1 further shows that spacings are formed between the flange beads 6, with the center distance E being between 100 mm and 250 mm. The bead length A of the flange beads is between 40 mm and 70 mm.

[0055] As shown in FIG. 3, the flange beads 6 can be formed as semicircular or triangular beads. They have a bead width F between 2 mm and 4 mm.

[0056] FIGS. 1 to 4b further show that the web 3 has a first web section 7 and a second web section 8, between which the web bead 9 is arranged. The first web section 7 forms an edge portion 10 of the web 3 and merges into a bent first flange connecting section 11, which connects the first flange 4 to the web 3. The second web section 8 forms a further edge portion 12 of the web 3 and merges into a bent second flange connecting section 13, which connects the second web section 8 to the second flange 5.

[0057] The web bead 9 extends in the longitudinal direction of the stud 1 throughout its entire length B.

[0058] As shown, the web bead 9 is arranged centrally in the web 3. In the exemplary embodiment shown, the first and second web sections 7, 8 each have a width G between 8 mm and 15 mm.

[0059] The web bead 9 is oriented towards the inside of the dry-construction stud 1. The first and second web sections 7, 8 are in one plane, while the central region of the web bead 9 is arranged in a second plane offset from the first plane.

[0060] The web bead 9 has a web bead height H, which is between 1 and 5 times the material thickness D of the metal stud.

[0061] The web bead 9 has a center region 14 as well as a first transition region 15 to the first web section 7 and a second transition region 16 to the second web section 8. The first and the second transition region 15, 16 each have an obliquely arranged section 17, which is arranged at an angle of between 30° and 75° to the center region 14.

[0062] FIG. 3 further shows that the first and second transition region 15, 16 each have a first and a second radius 50, 51, with the obliquely arranged section 17 being arranged between the first and the second radius 50, 51.

[0063] The dry-construction stud 1 shown is formed as a C-stud. The free end sections 30 of the first and second flanges 4, 5 are bent inwards over the entire length of the stud 1.

[0064] The width K of the web 3 can in particular be between 50 mm and 300 mm. The width L of the flanges 4, 5 can in particular be between 30 mm and 60 mm. The material thickness D of the metal stud can in particular be between 0.4 mm and 1 mm.

[0065] FIG. 3 also shows that the first and second flanges 4, 5 are not aligned parallel, but can have an (outwardly widening) opening angle between 1° and 6° to each other. Thus, the angle M between the first or second flange 4, 5 and the web 3 is between 90.5° and 93°. These details refer to the condition of the dry-construction stud 1 before installation.

[0066] While the dry-construction stud 1 is shown in FIGS. 1 to 3 without knurling, FIGS. 4a and 4b illustrate the design of the dry-construction stud 1 with knurling. In this case, the knurling is provided over the entire surface area of the web 3 as well as the first and second flanges 4, 5. The knurling comprises a large number of local plastic deformations of the sheet metal.

[0067] FIG. 5 shows the section of a dry-construction wall in a horizontal cross-section. Two of the dry-construction studs 1 are shown, which form vertically arranged elements of the dry-construction wall. In the embodiment shown, a paneling 18 is arranged on both sides of the dry-construction studs 1. The paneling 18 has two layers. The paneling 18 comprises panels 19, which are arranged with fasteners 20 on the first and second flanges 4, 5. In particular, the fasteners 20 can be screws that are screwed through the panels 19 into the first or second flanges 4, 5. However, other fasteners known from dry construction can also be used.

[0068] FIG. 5 also shows that the first and second flanges 4, 5 initially are not aligned parallel, but have an angle to each other. When tightening the fasteners, the first and second flanges 4, 5 can be deformed elastically (or elastically and plastically) relative to the web 3 in such a way that they are arranged parallel to one another in the assembled state.

[0069] FIG. 6 shows measurement results illustrating the improvement in sound insulation properties resulting from a dry-construction stud according to the invention.

[0070] The measurement results refer to the following wall construction: The dry-construction wall is designed as a metal stud wall. A knurled dry-construction C-stud having a width K of the web of 75 mm and a width L of the flange of 50 mm is used as the metal studs in each case. The material thickness D is 0.6 mm. The dry-construction studs are arranged with a center distance of 625 mm. The wall is paneled on both sides with two layers of 12.5 mm gypsum boards according to DIN 18180. The cavity is filled with 60 mm mineral wool.

[0071] FIG. 6 depicts the measured sound reduction index R as a function of frequency f in Hz.

[0072] FIG. 6 shows, on the one hand, the measurement results for a dry-construction wall, which is created with a stud as shown in FIG. 4a. The corresponding measurement results are represented by the measurement curve with circles. In comparison, there is shown data for a dry-construction wall with an identical structure, in which a dry-construction stud with a different stud geometry was used. In the case of the different geometry, the flange bead is formed continuously over the entire length of the dry-construction stud, while the web is formed as shown in FIG. 4a. The corresponding measurement results are represented by the measurement curve with triangles.

[0073] The measurement results, for which the sound reduction index R was determined according to DIN EN ISO 10140-2 (Part 2: Measurement of airborne sound insulation), show a clear improvement in the sound reduction index, in particular above 100 Hz. The sound reduction index R in dB for the geometry according to the invention in the range from 100 Hz to 2,000 Hz is significantly higher than the values achieved with the reference product. The weighted sound reduction index RW is 55.3 dB for the design according to the invention, while the value RW for the reference product is 50.7 dB. This is significant, especially since mathematically, an increase of 3 dB corresponds to a doubling of the sound level. RW indicates the weighted airborne sound reduction index and was determined from the frequency-dependent sound reduction index R according to DIN EN ISO 717-1 (Part 1: Airborne sound insulation). Where reference is made to standards, the information shall refer to the version in force on 1 Dec. 2019 in each case.