CN217759586U - Steel structure floor beam - Google Patents
Steel structure floor beam Download PDFInfo
- Publication number
- CN217759586U CN217759586U CN202221428950.0U CN202221428950U CN217759586U CN 217759586 U CN217759586 U CN 217759586U CN 202221428950 U CN202221428950 U CN 202221428950U CN 217759586 U CN217759586 U CN 217759586U
- Authority
- CN
- China
- Prior art keywords
- wing plate
- right wing
- left wing
- board
- floor beam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 40
- 239000010959 steel Substances 0.000 title claims abstract description 40
- 239000000758 substrate Substances 0.000 claims description 25
- 238000010276 construction Methods 0.000 abstract description 10
- 239000004566 building material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004512 die casting Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010008 shearing Methods 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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Floor Finish (AREA)
Abstract
The utility model discloses a steel construction floor beam, include: the base plate that the level set up and left wing board, the right wing board that is located the base plate both sides, the respective one end of left wing board, right wing board is connected with the edge of base plate both sides, the respective other end of left wing board, right wing board extends to the direction of keeping away from the base plate, be formed with the deformation structure that distributes according to certain law on left wing board, the right wing board separately. The utility model discloses increase the structural strength and the bearing capacity of the roof beam body under the condition of equal thickness, still have certain stress resistance, shear force ability, improve the holistic structural performance of floor panel that is formed by the concatenation of the roof beam body.
Description
Technical Field
The utility model relates to a building material technical field especially relates to steel construction floor beam.
Background
With the innovative demand of the building market, construction develops towards the directions of high efficiency, rapidness, quality and the like, and the fabricated building is used as a new building form, improves the construction efficiency, shortens the construction period and plays an important role in controlling the construction quality on the basis of ensuring the orderly management of site construction. In the field of assembly type buildings, the floor beam used at present has large breadth and heavy weight of the product, and is not easy to transport and install.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a steel construction floor beam, this steel construction floor beam increase the structural strength and the bearing capacity of the roof beam body under the condition of equal thickness, still have certain stress resistance, shear force ability, improve the holistic structural performance of floor panel that is formed by the concatenation of the roof beam body.
In order to achieve the above purpose, the utility model adopts the technical scheme that: a steel structural floor beam comprising: the base plate that the level set up and left wing board, the right wing board that is located the base plate both sides, the respective one end of left wing board, right wing board is connected with the edge of base plate both sides, the respective other end of left wing board, right wing board extends to the direction of keeping away from the base plate, be formed with the deformation structure that distributes according to certain law on left wing board, the right wing board separately.
The further improved scheme in the technical scheme is as follows:
1. in the above scheme, the substrate is also formed with deformation structures distributed according to a certain rule.
2. In the above scheme, the mutually parallel left wing plate and right wing plate are respectively perpendicular to the substrate.
3. In the scheme, the included angle formed between each of the left wing plate and the right wing plate which are arranged in axial symmetry and the substrate is 95-125 degrees.
4. In the above scheme, the deformation structures on the left wing plate and the right wing plate are the concave parts extending along the respective length directions of the left wing plate and the right wing plate.
5. In the above scheme, a plurality of the concave parts are arranged at intervals along the respective width directions of the left wing plate and the right wing plate.
6. In the above scheme, the recessed part is a rectangular recessed part, an arc-shaped recessed part, a trapezoid recessed part or a triangle recessed part.
7. In the above scheme, the plurality of recessed portions are continuously arranged along the respective width directions of the left wing plate and the right wing plate, and the recessed directions of the adjacent recessed portions are opposite.
8. In the above scheme, the deformation structure on the left wing plate and the right wing plate is a plurality of first strip-shaped concave parts and second strip-shaped concave parts which are arranged at intervals along the length direction of the left wing plate and the right wing plate.
9. In the above scheme, the first strip-shaped recessed portions and the second strip-shaped recessed portions are arranged in a staggered manner, and the first strip-shaped recessed portions and the second strip-shaped recessed portions are arranged in an inclined manner, so that the first strip-shaped recessed portions and the second strip-shaped recessed portions which are adjacent to each other are arranged in an axisymmetric manner.
Because of above-mentioned technical scheme's application, compared with the prior art, the utility model have the following advantage:
the utility model discloses steel construction floor beam is formed with the deformation structure that distributes according to certain law separately on its left wing board, the right wing board, through the setting of deformation structure on the pterygoid lamina, increases the structural strength and the bearing capacity of the roof beam body under the circumstances of equal thickness, still has certain stress resistance, shear force ability, improves the holistic structural performance of floor panel that is formed by the concatenation of the roof beam body, and the external dimension and the weight of single roof beam body component are all less, easily installation and transportation.
Drawings
FIG. 1 is a schematic structural view of an embodiment 1 of the steel structure floor beam of the present invention;
FIG. 2 is a schematic structural view of the steel structure floor beam of the present invention in example 2;
FIG. 3 is a schematic structural view of the steel structure floor beam of the present invention in example 3;
FIG. 4 is a schematic structural view of the steel structure floor beam of the present invention in embodiment 4;
FIG. 5 is a schematic structural view of the steel structure floor beam of the present invention in example 5;
FIG. 6 is a schematic structural view of the steel structure floor beam of the present invention in example 6;
FIG. 7 is a schematic structural view of the steel structure floor beam of the present invention in example 7;
FIG. 8 is a schematic structural view of an embodiment 8 of the steel structure floor beam of the present invention;
figure 9 is the structural schematic diagram of the steel structure floor beam of the utility model embodiment 9.
In the drawings above: 1. a substrate; 21. a left wing panel; 22. a right wing panel; 31. a first flanging; 32. second flanging; 41. a first connecting member; 42. a second connecting member; 5. a recessed portion; 61. a first bar-shaped recess; 62. a second bar-shaped recess; 7. a second recess; 8. a strip-shaped recess.
Detailed Description
In the description of the present patent, it is to be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on technical solutions, and are only used for convenience of describing the present patent and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, cannot be construed as limiting the patent; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The meaning of the above terms in this patent may be specifically understood by those of ordinary skill in the art.
Example 1: a steel structural floor beam comprising: the base plate 1 that the level set up and the left wing board 21, the right wing board 22 that are located base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The side of the left wing plate 21 and the right wing plate 22 far away from each other is provided with a first flange 31 and a second flange 32, one end of each of the first flange 31 and the second flange 32 horizontally arranged is connected with one end of the left wing plate 21 and the right wing plate 22 far away from the base plate 1, the other end of each of the first flange 31 and the second flange 32 extending in the direction far away from the left wing plate 21 and the right wing plate 22 is provided with a first connecting piece 41 and a second connecting piece 42 which can be matched with each other, and the first connecting piece 41 and the second connecting piece 42 above the first flange 31 and the second flange 32 can be connected with the second connecting piece 42 and the first connecting piece 41 of the other floor beam;
the included angle formed between each of the left wing plate 21 and the right wing plate 22 which are arranged in axial symmetry and the substrate 1 is 95 degrees;
the deformation structures on the left wing plate 21 and the right wing plate 22 are a plurality of first strip-shaped concave parts 61 and second strip-shaped concave parts 62 which are arranged at intervals along the length direction of the left wing plate 21 and the right wing plate 22;
the first strip-shaped recessed portions 61 and the second strip-shaped recessed portions 62 are arranged in a staggered manner, and the first strip-shaped recessed portions 61 and the second strip-shaped recessed portions 62 which are arranged in an inclined manner have opposite inclined directions, so that the adjacent first strip-shaped recessed portions 61 and the adjacent second strip-shaped recessed portions 62 are arranged in an axisymmetric manner;
the deformation structure is obtained by processing and integrally forming with the beam body.
Example 2: a steel structural floor beam comprising: the base plate 1 that the level set up with be located the left wing board 21, the right wing board 22 of base plate 1 both sides, the respective one end of left wing board 21, the right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, the right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The included angle formed between each of the left wing plate 21 and the right wing plate 22 which are axially symmetrically arranged and the substrate 1 is 100 degrees;
the substrate 1 is also provided with a deformation structure distributed according to a certain rule;
the deformation structure on the substrate 1 is a plurality of strip-shaped concave parts 8 arranged at intervals along the length direction of the substrate 1.
Example 3: a steel structural floor beam comprising: the base plate 1 that the level set up and the left wing board 21, the right wing board 22 that are located base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The included angle formed between each of the left wing plate 21 and the right wing plate 22 which are arranged in axial symmetry and the substrate 1 is 100 degrees;
the substrate 1 is also provided with a deformation structure distributed according to a certain rule;
the deformation structure on the substrate 1 is a second concave portion 7 extending along the length direction of the substrate 1.
Example 4: a steel structural floor beam comprising: the base plate 1 that the level set up and the left wing board 21, the right wing board 22 that are located base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The deformation structure of the left wing plate 21 and the right wing plate 22 is a concave part 5 extending along the length direction of the left wing plate 21 and the right wing plate 22;
the substrate 1 is also provided with a deformation structure distributed according to a certain rule;
the deformation structure on the substrate 1 is a second concave portion 7 extending along the length direction of the substrate 1.
Example 5: a steel structural floor beam comprising: the base plate 1 that the level set up with be located the left wing board 21, the right wing board 22 of base plate 1 both sides, the respective one end of left wing board 21, the right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, the right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The deformation structure of the left wing plate 21 and the right wing plate 22 is a concave part 5 extending along the length direction of the left wing plate 21 and the right wing plate 22;
a plurality of the concave parts 5 are arranged at intervals along the width direction of each of the left wing plate 21 and the right wing plate 22;
the concave part 5 is an arc-shaped concave part; a plurality of the recessed portions 5 are continuously provided in the width direction of each of the left wing plate 21 and the right wing plate 22, and the recessed directions of the adjacent recessed portions 5 are opposite to each other;
the substrate 1 is also provided with a deformation structure distributed according to a certain rule;
the deformation structure on the substrate 1 is a second concave part 7 extending along the length direction of the substrate 1;
the second concave part 7 is an arc-shaped concave part; the plurality of second recesses 7 are continuously provided in the width direction of the substrate 1, and the recess directions of the adjacent second recesses 7 are opposite to each other.
Example 6: a steel structural floor beam comprising: the base plate 1 that the level set up and the left wing board 21, the right wing board 22 that are located base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The deformation structure of the left wing plate 21 and the right wing plate 22 is a concave part 5 extending along the length direction of the left wing plate 21 and the right wing plate 22;
a plurality of the concave parts 5 are arranged at intervals along the respective width directions of the left wing plate 21 and the right wing plate 22;
the concave part 5 is an arc-shaped concave part; a plurality of the recessed portions 5 are continuously provided in the width direction of each of the left wing plate 21 and the right wing plate 22, and the recessed directions of the adjacent recessed portions 5 are opposite to each other;
the substrate 1 is also provided with a deformation structure distributed according to a certain rule;
the deformation structure on the substrate 1 is a second concave portion 7 extending along the length direction of the substrate 1.
Example 7: a steel structural floor beam comprising: the base plate 1 that the level set up and the left wing board 21, the right wing board 22 that are located base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The deformation structure of the left wing plate 21 and the right wing plate 22 is a concave part 5 extending along the length direction of the left wing plate 21 and the right wing plate 22;
a plurality of the concave parts 5 are arranged at intervals along the width direction of each of the left wing plate 21 and the right wing plate 22;
the recess 5 is an arc-shaped recess.
Example 8: a steel structural floor beam comprising: the base plate 1 that the level set up and the left wing board 21, the right wing board 22 that are located base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The deformation structure of the left wing plate 21 and the right wing plate 22 is a concave part 5 extending along the length direction of the left wing plate 21 and the right wing plate 22;
a plurality of the concave parts 5 are arranged at intervals along the respective width directions of the left wing plate 21 and the right wing plate 22;
the recessed portion 5 is a rectangular recessed portion;
the side of the left wing plate 21 and the right wing plate 22 far away from each other is provided with a first flange 31 and a second flange 32, one end of each of the first flange 31 and the second flange 32 horizontally arranged is connected with one end of the left wing plate 21 and the right wing plate 22 far away from the base plate 1, the other end of each of the first flange 31 and the second flange 32 extending in the direction far away from the left wing plate 21 and the right wing plate 22 is provided with a first connecting piece 41 and a second connecting piece 42 which can be matched with each other, and the first connecting piece 41 and the second connecting piece 42 above the first flange 31 and the second flange 32 can be connected with the second connecting piece 42 and the first connecting piece 41 of the other floor beam;
the first flange 31 and the second flange 32 are also provided with deformation structures distributed according to a certain rule;
the deformation structure is obtained by die-casting and raising on the beam body.
Example 9: a steel structural floor beam comprising: the base plate 1 that the level set up and the left wing board 21, the right wing board 22 that are located base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively.
The deformation structure of the left wing plate 21 and the right wing plate 22 is a concave part 5 extending along the length direction of the left wing plate 21 and the right wing plate 22;
a plurality of the concave parts 5 are arranged at intervals along the respective width directions of the left wing plate 21 and the right wing plate 22;
the concave part 5 is a triangular concave part;
the side of the left wing plate 21 and the right wing plate 22 far away from each other is provided with a first flange 31 and a second flange 32, one end of each of the first flange 31 and the second flange 32 horizontally arranged is connected with one end of the left wing plate 21 and the right wing plate 22 far away from the base plate 1, the other end of each of the first flange 31 and the second flange 32 extending in the direction far away from the left wing plate 21 and the right wing plate 22 is provided with a first connecting piece 41 and a second connecting piece 42 which can be matched with each other, and the first connecting piece 41 and the second connecting piece 42 above the first flange 31 and the second flange 32 can be connected with the second connecting piece 42 and the first connecting piece 41 of the other floor beam;
the first flange 31 and the second flange 32 are also formed with deformation structures distributed according to a certain rule.
Example 10: a steel structural floor beam comprising: the base plate 1 that the level set up with be located the left wing board 21, the right wing board 22 of base plate 1 both sides, the respective one end of left wing board 21, right wing board 22 is connected with the edge of base plate 1 both sides, the respective other end of left wing board 21, right wing board 22 extends to the direction of keeping away from base plate 1, be formed with the deformation structure according to certain law distribution on the left wing board 21, the right wing board 22 respectively, and the left wing board 21 that is parallel to each other, right wing board 22 are perpendicular to base plate 1 respectively.
When the steel structure floor slab beam is adopted, the deformation structures distributed according to a certain rule are formed on the left wing plate and the right wing plate of the steel structure floor slab beam respectively, the structural strength and the bearing capacity of the beam body are increased under the condition of the same thickness through the arrangement of the deformation structures on the wing plates, certain stress resistance and shearing force capability are also realized, the overall structural performance of a floor slab formed by splicing the beam bodies is improved, the appearance size and the weight of a single beam body component are small, and the steel structure floor slab beam is easy to install and transport.
The above embodiments are only for illustrating the technical concept and features of the present invention, and the purpose of the embodiments is to enable people skilled in the art to understand the contents of the present invention and to implement the present invention, which cannot limit the protection scope of the present invention. All equivalent changes and modifications made according to the spirit of the present invention should be covered by the protection scope of the present invention.
Claims (10)
1. A steel structural floor beam comprising: base plate (1) that the level set up and left wing board (21), right wing board (22) that are located base plate (1) both sides, the edge connection of the respective one end of left wing board (21), right wing board (22) and base plate (1) both sides, the respective other end of left wing board (21), right wing board (22) is to the direction extension of keeping away from base plate (1), its characterized in that: the left wing plate (21) and the right wing plate (22) are respectively provided with a deformation structure distributed according to a certain rule.
2. The steel structural floor beam of claim 1, wherein: the substrate (1) is also provided with deformation structures distributed according to a certain rule.
3. The steel structural floor beam of claim 1, wherein: the left wing plate (21) and the right wing plate (22) which are parallel to each other are respectively vertical to the base plate (1).
4. The steel structural floor beam of claim 1, wherein: the included angle formed between each of the left wing plate (21) and the right wing plate (22) which are arranged in axial symmetry and the substrate (1) is 95-125 degrees.
5. The steel structural floor beam of claim 1, wherein: the deformation structures on the left wing plate (21) and the right wing plate (22) are concave parts (5) extending along the respective length directions of the left wing plate (21) and the right wing plate (22).
6. The steel structural floor beam of claim 5, wherein: the plurality of the concave parts (5) are arranged at intervals along the width direction of the left wing plate (21) and the right wing plate (22).
7. The steel structural floor beam of claim 5 or 6, wherein: the concave part (5) is a rectangular concave part, an arc-shaped concave part, a trapezoid concave part or a triangle concave part.
8. The steel structural floor beam of claim 5, wherein: the plurality of concave parts (5) are continuously arranged along the width direction of each of the left wing plate (21) and the right wing plate (22), and the concave directions of the adjacent concave parts (5) are opposite.
9. The steel structural floor beam of claim 1, wherein: the deformation structures on the left wing plate (21) and the right wing plate (22) are a plurality of first strip-shaped concave parts (61) and second strip-shaped concave parts (62) which are arranged at intervals along the length direction of the left wing plate (21) and the right wing plate (22).
10. The steel structural floor beam of claim 9, wherein: the first strip-shaped concave parts (61) and the second strip-shaped concave parts (62) are arranged in a staggered mode, the first strip-shaped concave parts (61) and the second strip-shaped concave parts (62) are arranged in an inclined mode, the inclined directions of the first strip-shaped concave parts (61) and the second strip-shaped concave parts (62) are opposite, and therefore the adjacent first strip-shaped concave parts (61) and the second strip-shaped concave parts (62) are arranged in an axisymmetric mode.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221428950.0U CN217759586U (en) | 2022-06-09 | 2022-06-09 | Steel structure floor beam |
| PCT/CN2023/084286 WO2023236630A1 (en) | 2022-06-09 | 2023-03-28 | Steel structure floor beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221428950.0U CN217759586U (en) | 2022-06-09 | 2022-06-09 | Steel structure floor beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217759586U true CN217759586U (en) | 2022-11-08 |
Family
ID=83891219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221428950.0U Active CN217759586U (en) | 2022-06-09 | 2022-06-09 | Steel structure floor beam |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN217759586U (en) |
| WO (1) | WO2023236630A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023236630A1 (en) * | 2022-06-09 | 2023-12-14 | 昊恒（福建）建材科技有限公司 | Steel structure floor beam |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4340947B2 (en) * | 2001-01-09 | 2009-10-07 | 清水建設株式会社 | Composite beam structure |
| CN115772961A (en) * | 2021-09-06 | 2023-03-10 | 昊恒（福建）建材科技有限公司 | Stable steel structure floor support plate |
| CN215888772U (en) * | 2021-09-06 | 2022-02-22 | 昊恒（福建）建材科技有限公司 | Floor support plate unit for prefabricated building and floor support plate |
| CN215888959U (en) * | 2021-09-06 | 2022-02-22 | 昊恒（福建）建材科技有限公司 | Integrally formed steel beam |
| CN215888958U (en) * | 2021-09-06 | 2022-02-22 | 昊恒（福建）建材科技有限公司 | Integrally formed steel structure truss girder |
| CN215888960U (en) * | 2021-09-06 | 2022-02-22 | 昊恒（福建）建材科技有限公司 | Steel structure beam |
| CN217759586U (en) * | 2022-06-09 | 2022-11-08 | 昊恒（福建）建材科技有限公司 | Steel structure floor beam |
-
2022
- 2022-06-09 CN CN202221428950.0U patent/CN217759586U/en active Active
-
2023
- 2023-03-28 WO PCT/CN2023/084286 patent/WO2023236630A1/en unknown
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023236630A1 (en) * | 2022-06-09 | 2023-12-14 | 昊恒（福建）建材科技有限公司 | Steel structure floor beam |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2023236630A1 (en) | 2023-12-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP0005065B1 (en) | Yieldable upright assembly | |
| CN217759586U (en) | Steel structure floor beam | |
| AU2012364656A1 (en) | Wall stud brace | |
| CN110206145B (en) | Assembled beam column connected node | |
| CN111021586A (en) | Corrugated box plate steel structure system | |
| KR101865219B1 (en) | Joint member for shear stress and steel girdir using the same | |
| CN211341434U (en) | Card | |
| CN109750790A (en) | Corrugated web steel coupling beam | |
| CN216075519U (en) | Bottom layer frame of light steel assembly house | |
| CN209924421U (en) | Formula cantilever template moves backward | |
| US7743579B2 (en) | Connection plate for use in constructing a metal building | |
| CN209780027U (en) | corrugated web steel coupling beam | |
| CN217480558U (en) | Floor beam and floor panel using same | |
| CN110241975B (en) | Section steel concrete column with multiple section steel | |
| CN210263637U (en) | Shaped steel concrete column with many shaped steel | |
| CN217759483U (en) | Assembled floor panel | |
| CN209567715U (en) | The asymmetric H profile steel of hot rolling and hanging beam is run in the air | |
| CN217759321U (en) | Connecting piece for prefabricated building | |
| CN218668102U (en) | Floor beam and spliced floor support plate | |
| CN215406918U (en) | Prestressed steel base type T-shaped steel concrete composite beam | |
| CN217557227U (en) | Connecting piece for assembly type building, assembly type connecting structure and floor panel | |
| CN220705159U (en) | Assembled type plate descending and die lifting tool | |
| CN219281083U (en) | Composite alloy combined plastic square column unit, component and assembled building | |
| CN212248891U (en) | Resistance to compression H shaped steel roof beam | |
| RU66246U1 (en) | PROFILE BUILDING |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |