CN202672428U - Self-supporting type steel bar truss floor support plate bottom plate - Google Patents
Self-supporting type steel bar truss floor support plate bottom plate Download PDFInfo
- Publication number
- CN202672428U CN202672428U CN 201220289972 CN201220289972U CN202672428U CN 202672428 U CN202672428 U CN 202672428U CN 201220289972 CN201220289972 CN 201220289972 CN 201220289972 U CN201220289972 U CN 201220289972U CN 202672428 U CN202672428 U CN 202672428U
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- embossing
- self
- steel bar
- floor support
- support plate
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Abstract
The utility model discloses a self-supporting type steel bar truss floor support plate bottom plate. The bottom plate is divided into more than two areas, wherein oblique pressing veins are arranged in the areas and are 20 to 500mm in length, 3 to 20mm in width and 0 to 2mm in thickness; the areas are odd areas and even areas; single oblique pressing veins are arranged in the odd areas; reverse oblique pressing veins are arranged in the even areas; 5 to 50 single oblique pressing veins are arranged every 1 meter; 5 to 50 reverse oblique pressing veins are arranged every 1 meter; the distance between adjacent single oblique pressing veins is 20 to 200mm; the distance between adjacent reverse oblique pressing veins is 20 to 200mm; the inclination angle between the oblique pressing veins and the bottom plate is 20 to 70 degrees; and the width of the bottom plate is 600mm or 576mm. The bottom plate is simple in structure, attractive in appearance, strong in binding force with concrete; relatively high in self bearing capacity, and convenient to pile, transport, popularize and apply.
Description
Technical field
The utility model relates to a kind of self-bearing type steel bar truss floor support plate base plate that is applicable to building field.
Background technology
Steel bar truss floor support plate is to adopt import equipment to be processed into steel bar girder in factory the reinforcing bar in the floor, and the gang form that steel bar girder and galvanized steel plain sheet is integrally welded, this template is used for bearing concrete gravity and working load in the construction stage, and the lateral support that can be used as girder steel is used, in operational phase, steel bar girder and concrete co-operation are born service load.On the self-bearing type steel bar truss floor support plate base plate that steel bar girder manufacturer in the market produces horizontal embossing is set all, but this floor support plate base plate and concrete adhesion are limited, bearing load is limited, and outward appearance is not attractive in appearance.
The utility model content
The utility model has designed a kind of structure self-bearing type steel bar truss floor support plate base plate attractive in appearance, strong with the concrete adhesion for the deficiency in the background technology, and purpose is: solve the existing limited problem of self-bearing type steel bar truss floor support plate base plate bearing load.
The technical solution adopted in the utility model:
A kind of self-bearing type steel bar truss floor support plate base plate, it is characterized in that: described base plate is separated into plural zone, is provided with oblique embossing in the described zone.
The length of described oblique embossing is 20～500mm, and wide is 3～20mm, and thick is 0～2mm.
Described zone is divided into odd number zone and even number zone.
Described odd number is provided with monocline to embossing in the zone, is provided with backslash to embossing in the even number zone.
Described odd number is provided with backslash to embossing in the zone, is provided with monocline to embossing in the even number zone.
Described monocline is 5～50 every meter to the quantity of embossing.
Described backslash is 5～50 every meter to the quantity of embossing.
Described adjacent monocline is 20～200mm to the spacing between the embossing, and adjacent backslash is 20～200mm to the spacing between the embossing.
The angle of inclination of described oblique embossing and base plate is 20～70 degree.
The width of described base plate is 600 millimeters or 576 millimeters.
The beneficial effects of the utility model
The utility model is simple in structure, attractive in appearance, with the concrete adhesion strong, convenient stack and transportation, self bearing load stronger, easy to utilize.
Description of drawings
Fig. 1 is the structural representation of self-bearing type steel bar truss floor support plate base plate in the prior art.
Fig. 2 is the utility model self-bearing type steel bar truss floor support plate base plate the first structural representation.
Fig. 3 is the utility model self-bearing type steel bar truss floor support plate base plate the second structural representation.
Wherein: 1, base plate; 2, horizontal embossing; 3, odd number zone; 4, even number zone; 5, monocline is to embossing; 6, backslash is to embossing.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
As shown in Figure 1, existing self-bearing type steel bar truss floor support plate base plate, described floor support plate base plate are to adopt the galvanized steel plain sheet of 0.5 millimeters thick directly to be made, and are provided with horizontal embossing 2 at the base plate 1 of this floor support plate.
As shown in Figure 2, a kind of self-bearing type steel bar truss floor support plate base plate, described floor support plate base plate is to adopt the galvanized steel plain sheet of 0.5 millimeters thick directly to be made, base plate 1 is separated into plural zone, be provided with oblique embossing in the described zone, the length of oblique embossing is 20～500mm, wide is 3～20mm, thick is 0～2mm, described zone is divided into odd number zone 3 and even number zone 4, is provided with monocline in the odd number zone 3 to embossing 5, is provided with backslash in the even number zone 4 to embossing 6, monocline is 5～50 every meter to the quantity of embossing 5, backslash is 5～50 every meter to the quantity of embossing 6, and adjacent monocline is 20～200mm to the spacing between the embossing 5, and adjacent backslash is 20～200mm to the spacing between the embossing 6, the angle of inclination of oblique embossing and base plate 1 is 20～70 degree, and the width of described base plate 1 is 600 millimeters or 576 millimeters.
As shown in Figure 3, a kind of self-bearing type steel bar truss floor support plate base plate, described floor support plate base plate is to adopt the galvanized steel plain sheet of 0.5 millimeters thick directly to be made, base plate 1 is separated into plural zone, be provided with oblique embossing in the described zone, the length of oblique embossing is 20～500mm, wide is 3～20mm, thick is 0～2mm, described zone is divided into odd number zone 3 and even number zone 4, is provided with backslash in the odd number zone 3 to embossing 6, is provided with monocline in the even number zone 4 to embossing 5, monocline is 5～50 every meter to the quantity of embossing 5, backslash is 5～50 every meter to the quantity of embossing 6, and adjacent monocline is 20～200mm to the spacing between the embossing 5, and adjacent backslash is 20～200mm to the spacing between the embossing 6, the angle of inclination of oblique embossing and base plate 1 is 20～70 degree, and the width of described base plate 1 is 600 millimeters or 576 millimeters.
Claims (10)
1. self-bearing type steel bar truss floor support plate base plate, it is characterized in that: described base plate is separated into plural zone, is provided with oblique embossing in the described zone.
2. self-bearing type steel bar truss floor support plate base plate according to claim 1, it is characterized in that: the length of described oblique embossing is 20～500mm, and wide is 3～20mm, and thick is 0～2mm.
3. self-bearing type steel bar truss floor support plate base plate according to claim 1 is characterized in that: described zone be divided into the odd number zone and even number regional.
4. self-bearing type steel bar truss floor support plate base plate according to claim 3, it is characterized in that: described odd number is provided with monocline to embossing in the zone, is provided with backslash to embossing in the even number zone.
5. self-bearing type steel bar truss floor support plate base plate according to claim 3, it is characterized in that: described odd number is provided with backslash to embossing in the zone, is provided with monocline to embossing in the even number zone.
6. according to claim 4 or 5 described self-bearing type steel bar truss floor support plate base plates, it is characterized in that: described monocline is 5～50 every meter to the quantity of embossing.
7. according to claim 4 or 5 described self-bearing type steel bar truss floor support plate base plates, it is characterized in that: described backslash is 5～50 every meter to the quantity of embossing.
8. according to claim 4 or 5 described self-bearing type steel bar truss floor support plate base plates, it is characterized in that: described adjacent monocline is 20～200mm to the spacing between the embossing, and adjacent backslash is 20～200mm to the spacing between the embossing.
9. self-bearing type steel bar truss floor support plate base plate according to claim 1 is characterized in that: the angle of inclination of described oblique embossing and base plate is 20～70 degree.
10. self-bearing type steel bar truss floor support plate base plate according to claim 1, it is characterized in that: the width of described base plate is 600 millimeters or 576 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220289972 CN202672428U (en) | 2012-06-20 | 2012-06-20 | Self-supporting type steel bar truss floor support plate bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220289972 CN202672428U (en) | 2012-06-20 | 2012-06-20 | Self-supporting type steel bar truss floor support plate bottom plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672428U true CN202672428U (en) | 2013-01-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220289972 Expired - Fee Related CN202672428U (en) | 2012-06-20 | 2012-06-20 | Self-supporting type steel bar truss floor support plate bottom plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672428U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022036269A (en) * | 2017-05-12 | 2022-03-04 | Ｊｆｅスチール株式会社 | Deck plate and concrete structural body |
-
2012
- 2012-06-20 CN CN 201220289972 patent/CN202672428U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022036269A (en) * | 2017-05-12 | 2022-03-04 | Ｊｆｅスチール株式会社 | Deck plate and concrete structural body |
| JP7324882B2 (en) | 2017-05-12 | 2023-08-10 | Ｊｆｅスチール株式会社 | Deck plate and concrete structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Yuanda Architecture Science and Technology Co. Ltd. Assignor: Zhang Xianguang Contract record no.: 2015320000415 Denomination of utility model: Self-supporting type steel bar truss floor support plate bottom plate Granted publication date: 20130116 License type: Exclusive License Record date: 20150610 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130116 Termination date: 20150620 |
|
| EXPY | Termination of patent right or utility model |