KR20150061694A - Stud - Google Patents
Stud Download PDFInfo
- Publication number
- KR20150061694A KR20150061694A KR1020130145435A KR20130145435A KR20150061694A KR 20150061694 A KR20150061694 A KR 20150061694A KR 1020130145435 A KR1020130145435 A KR 1020130145435A KR 20130145435 A KR20130145435 A KR 20130145435A KR 20150061694 A KR20150061694 A KR 20150061694A
- Authority
- KR
- South Korea
- Prior art keywords
- plate
- stud
- present
- thickness
- studs
- Prior art date
Links
- 238000000034 method Methods 0.000 claims description 5
- 238000009413 insulation Methods 0.000 abstract description 14
- 239000000463 material Substances 0.000 abstract description 7
- 229910052602 gypsum Inorganic materials 0.000 description 12
- 239000010440 gypsum Substances 0.000 description 12
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 238000004519 manufacturing process Methods 0.000 description 9
- 229910001335 Galvanized steel Inorganic materials 0.000 description 7
- 239000008397 galvanized steel Substances 0.000 description 7
- 230000036314 physical performance Effects 0.000 description 7
- 238000006073 displacement reaction Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 238000004088 simulation Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910000640 Fe alloy Inorganic materials 0.000 description 1
- 229910001297 Zn alloy Inorganic materials 0.000 description 1
- 239000011358 absorbing material Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000010960 cold rolled steel Substances 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000012916 structural analysis Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a stud which is made thinner than existing studs to reduce material costs and improves shape and structure to improve sound insulation performance and structural safety.
Description
BACKGROUND OF THE
Typically, the drywall is inserted and installed between upper and lower runners with vertical studs spaced at regular intervals, and one or two layers of gypsum boards or cement boards are fixed on one side of the vertical studs, A fixing pin and the like are installed, and the heat insulating material and the sound absorbing material are installed in a space between the vertical studs, and then the surface finishing material is installed on the vertical stud. In this case, the vertical stud is installed by fixing the C type stud of 0.8 T (thickness, mm) or more to the runner, and then fixing the gypsum board to both sides of the stud.
Due to the structural stability of the dry wall and the allowable height limit, the C type studs of 0.8T or more have been used as vertical studs. However, in order to reduce the cost, studs with a thickness (for example, 0.6T or less) It is necessary to develop a stud that exhibits the same level of physical performance as a TC-type stud.
Accordingly, it is an object of the present invention to provide a stud having a sound performance equivalent to that of a conventional stud when the stud of a thinner thickness than that of the conventional stud is developed, and at the same time, the sound insulation performance is superior to that of the existing stud.
In order to achieve the above-mentioned object, the present invention is characterized by comprising: a first plate arranged in a transverse direction; A second plate disposed laterally at a predetermined distance from the first plate; And a third plate longitudinally connecting the first plate and the second plate spaced apart from each other by a predetermined distance in the transverse direction from the ends of the first plate and the second plate, And the connecting portion of the plate and the connecting portion of the second plate and the third plate are bent and have overlapping portions.
The stud according to the present invention can preferably be manufactured as an integral part.
In the present invention, the overlapping portion may be 2 to 20 mm.
According to an embodiment of the present invention, the third plate may include a concavo-convex structure.
According to another embodiment of the present invention, the third plate may be arcuate.
In the present invention, the first plate, the second plate and the third plate may have a thickness of 0.6 to 0.75 mm.
In the present invention, the connecting portions of the first plate and the third plate and the connecting portions of the second plate and the third plate are bent, and overlapping portions corresponding to the separation distance may be formed at the connecting portions.
The stud according to the present invention is thinner than conventional studs to reduce the manufacturing cost and improves the shape and structure of the stud so that it can exhibit physical performance equivalent to that of existing studs even if the thickness is thinner than that of existing studs, Is superior to existing studs.
1 is a cross-sectional view showing a shape of an existing stud.
2 is a cross-sectional view showing the shape of a stud according to the present invention.
3-6 are perspective views of a stud according to various embodiments of the present invention.
7 is a graph comparing the sound insulation performance of the present invention with that of an existing stud.
Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
FIG. 1 is a cross-sectional view showing a shape of an existing stud, and the stud has a substantially C-shaped cross section. As shown in the drawing, the existing studs include a
FIG. 2 is a cross-sectional view showing the shape of a stud according to the present invention, wherein the stud according to the present invention includes a
As described above, the stud according to the present invention is characterized in that the
The distance d from the end of the
The thickness of the
The stud according to the present invention can reduce the manufacturing cost by reducing the thickness of the stud. The physical performance degradation caused by reducing the thickness can be compensated for by the structural improvement such as the spacing of the
The connecting portion between the
The
The stud according to the present invention may be made of wood or metal, preferably a lightweight steel frame. The lightweight steel frame may be a galvanized steel sheet. The galvanized steel sheet is a steel sheet which is plated with zinc by a cold rolled steel sheet and is resistant to corrosion and has a smooth surface. Examples of the steel sheet include galvanized steel sheets, Hot-dip galvanized steel sheet made by immersing the steel sheet in the state, and galvannealed steel sheet made of an alloy of iron and zinc by heat-treating the galvanized steel sheet. The galvanized steel sheet has excellent physical properties such as corrosion resistance, durability and workability, and can have a specific gravity of 7 to 8.
When a lightweight steel material is used as the material of the stud, the durability and productivity can be remarkably improved, and the structural stability can be improved for a long time because the material is not deformed even for a long period of outdoor exposure. In addition, due to the characteristics of lightweight steel, it is produced in roll molds, and mass production is facilitated through punching molds in the processing process, thus ensuring price competitiveness.
The stud according to the present invention can be manufactured integrally with a roll-forming mold or the like.
Figs. 3 to 6 are perspective views of studs according to various embodiments of the present invention, in which case the
3, the
In the case of FIG. 5, the
6, the
As described above, in the present invention, in order to reduce the unit cost, the thickness of the vertical stud is preferably made as small as 0.6 mmT or less, but in order to compensate the physical performance deteriorated due to the thin thickness, the existing C- The product was designed in a different form. The main purpose of the product design is to prevent the problem that the gypsum board is not fixed properly due to the warping on the side surface of the stud when the gypsum board is fixed to the side (first plate and second plate) of the stud . The conventional C-type stud is in a U shape, but the stud of the present invention has a structure in which a third plate connecting the first plate and the second plate as shown in FIG. 2 is formed in the center of about 2 to 20 mm from the ends of the first plate and the second plate It is located inside. In other words, the first plate connecting the gypsum board and the third plate connecting the gypsum board to reinforce the stress of the second plate are installed by moving the gypsum board by 2 to 20 mm in the central axis direction. Therefore, the length of occurrence of the bending moment of the first plate and the second plate is shortened, so that the bending is not generated even when the gypsum board is fixed.
The present invention has developed a substitute product of a lightweight steel 0.8T C-stud for drywall used in Korea, and developed a stud which can reduce the thickness to 0.6T and improve the sound insulation performance, but can satisfy KS standard of structural rigidity. In order to reinforce the insufficient strength while reducing the thickness to 0.6T, the portion supporting both wings of the stud was pushed into the inside.
The stud of the present invention can be produced, for example, by passing an iron plate having a thickness of 0.6 mm through a roll-forming mold. A flat steel plate passes through the roll mold and has a folded-out stud shape. The line speed is similar to that of the original one produced by processing the original plate applied to the roll forming mold.
The manufacturing cost of the conventional 0.8T C-stud is 1,850 W / m, but the production cost of the 0.6T C-stud according to the present invention is 1,388 W / m, which can greatly reduce the manufacturing cost.
In the present invention, a total of four types of studs are designed by varying the position and shape of the stud wing support portion. However, as the wing support portion is closer to the center portion, the stiffness is increased, but the overlapping portion is increased. Therefore, it is possible to secure additional rigidity through the change in the shape of the support (curved, corrugated).
[Test Example]
In order to evaluate the structural stability of each of the stud products of the present invention as shown in Figs. 3 to 6, stress analysis was performed by a structural analysis simulation program. The results are as follows.
The model and load conditions applied to the analysis are as follows.
- Analysis property
SS400 (galvanized steel sheet) was selected as the material to be used. The yield strength of SS400 was 205 Mpa and the tensile strength was 415 Mpa.
- Load calculation
Pushing force on the wall (home)
75 kg × 9.81 m / s 2 × 0.8 (coefficient of friction) × tan 7 ° (body slope) = 72.3 N
- If the product is constrained
Assuming that the upper and lower runners are screwed, they are constrained at the upper and lower ends.
- The product has an allowable height
Calculated using an Excel program. Specifically, we calculated the data for each type in 3D CAD and entered it into Excel.
Table 1 shows the simulation results. C stud (0.8T) is a conventional stud having a thickness of 0.8 mm as shown in FIG. 1, and ALT-1 is a flat stud of the present invention having a spacing distance (overlapping area) 4, and the ALT-3 is an arcuate type stud of the present invention having a spacing distance (overlapping area) of 8 mm as shown in FIG. 5, and the ALT- And the ALT-4 is a concave-convex stud of the present invention having a separation distance (overlapping area) of 4 mm as shown in FIG.
Stress (Mpa)
As can be seen in Table 1, the results of the simulation show that in stress (higher numbers are better), all four types of products according to the present invention show better results than conventional C-studs.
In addition, the allowable height of the wall was calculated to be more than 4.8 m, which is more than 2.7 m, which is the average height of the existing apartment house, proving that there is no problem in the structural stability of the wall.
The following is the result of evaluating the sound insulation performance after the drywall was applied to the product of the present invention. Table 2 shows the specifications of the drywall constructed.
12.5T 2PLY
Stud
0.6T
24K
50T
12.5T 2PLY
Insert + Curve
0.8T
7 is a graph comparing the sound insulation performance of the present invention with that of an existing stud. As a result of the evaluation of the sound insulation performance, the sound insulation performance of the stud according to the present invention is improved by about 3 to 4 dB compared to a dry wall made of a conventional C- The vibration insulation effect was found to be effective.
1, 10: First Edition
2, 20: Second Edition
3, 30: Third Edition
40: overlap region
Claims (5)
A second plate disposed laterally at a predetermined distance from the first plate; And
And a third plate spaced apart from the ends of the first plate and the second plate by a predetermined distance in the transverse direction to longitudinally connect the first plate and the second plate,
Wherein the connecting portion between the first plate and the third plate and the connecting portion between the second plate and the third plate are bent and have overlapping portions.
And the overlapping portion is 2 to 20 mm.
And the third plate includes a concavo-convex structure.
And the third plate is arcuate.
And the thickness of the first plate, the second plate and the third plate is 0.6 to 0.75 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020130145435A KR20150061694A (en) | 2013-11-27 | 2013-11-27 | Stud |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020130145435A KR20150061694A (en) | 2013-11-27 | 2013-11-27 | Stud |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20150061694A true KR20150061694A (en) | 2015-06-05 |
Family
ID=53499667
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020130145435A KR20150061694A (en) | 2013-11-27 | 2013-11-27 | Stud |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20150061694A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101644876B1 (en) * | 2015-11-11 | 2016-08-03 | (주)유창 | Steel stud for drywall and manufacture method thereof |
KR20200006306A (en) * | 2018-07-10 | 2020-01-20 | 주식회사 포스코 | Frame structure and panel structure and frame connecting structure |
KR102125430B1 (en) * | 2019-10-16 | 2020-06-22 | 신동호 | Combining structure for a stainless steel typed window frame |
-
2013
- 2013-11-27 KR KR1020130145435A patent/KR20150061694A/en active Search and Examination
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101644876B1 (en) * | 2015-11-11 | 2016-08-03 | (주)유창 | Steel stud for drywall and manufacture method thereof |
KR20200006306A (en) * | 2018-07-10 | 2020-01-20 | 주식회사 포스코 | Frame structure and panel structure and frame connecting structure |
KR102125430B1 (en) * | 2019-10-16 | 2020-06-22 | 신동호 | Combining structure for a stainless steel typed window frame |
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A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
AMND | Amendment | ||
E601 | Decision to refuse application | ||
AMND | Amendment |