CN1975067A - Welding steel floor - Google Patents
Welding steel floor Download PDFInfo
- Publication number
- CN1975067A CN1975067A CN 200610161213 CN200610161213A CN1975067A CN 1975067 A CN1975067 A CN 1975067A CN 200610161213 CN200610161213 CN 200610161213 CN 200610161213 A CN200610161213 A CN 200610161213A CN 1975067 A CN1975067 A CN 1975067A
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- China
- Prior art keywords
- steel floor
- panel
- welding steel
- movements
- stiffener
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- 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.)
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Abstract
The present invention relates to a steel floor board, in particular, it relates to a welded steel floor board. It includes face board, reinforcing board welded on the back surface of said face board and reinforcing frame, the reinforcing board is set in the reinforcing frame. Said invention is light in weight, simple in structure and convenient for production.
Description
Technical field
The present invention relates to a kind of steel floor, especially a kind of welding steel floor.
Background technology
The general structure of existing steel floor is: comprise panel and base plate, fill up packing material in the cavity that panel and base plate form, the base plate fovea superior has a plurality of bowl-types to strengthen, and base plate is provided with filler opening.This heaviness of plate structurally, therefore people have developed the Hollow floor of welded type or riveted type, its panel is similar to aforementioned steel floor with base arrangement, bowl-type reinforced bottom at base plate is connected base plate with panel welding or riveted joint, there is not packing material between panel and base plate, this Hollow floor alleviates greatly than ordinary steel floor weight, but its base plate is strengthened owing to stamping out bowl-type, so material usage is still bigger, weight is still bigger, and base plate is connected with panel, no matter be that welding or riveted joint are all difficult, and complex process, equipment investment is big, the cost of manufacture height.
Summary of the invention
The technical problem to be solved in the present invention is: a kind of welding steel floor is provided, solves existing steel floor Heavy Weight, complex process, equipment investment is big, cost of manufacture is high problem.
The technical solution adopted for the present invention to solve the technical problems is: a kind of welding steel floor comprises panel, and back side of panel is welded with stiffener and sphere of movements for the elephants shape reinforced frame, and stiffener is arranged in the sphere of movements for the elephants shape reinforced frame.
For improving the weight capacity of steel floor, described stiffener is the shape wave flap, and two stiffener scrimp directions of homonymy are perpendicular.
For making steel floor attractive in appearance, be convenient to install, be convenient to carrying, there is the flanging that faces down and extend along plate on described panel four limits, flanging is vertical with the plate face, be bent into 1/4 dish under four angles of panel, place, top, angle is the indent arc, the ground board support stand of steel floor of the present invention with special use matched, four jiaos bending part of panel matches with the dish-shaped pit of ground board support stand, again with bolt with the panel Corner Strapped on the ground board support stand, steel floor and ground board support stand are fused securely, even when earthquake takes place, steel floor can not subside yet, and the people in the room can in time be escaped when earthquake takes place.
Described panel four limits are provided with opening, as line outlet or gas outlet.
For alleviating the weight of steel floor, described sphere of movements for the elephants shape reinforced frame is made by square tube.
The invention has the beneficial effects as follows, welding steel floor of the present invention is in light weight, simple in structure, easy to make, stiffener adopts thin plate to be converted into the shape wave flap on folder, square tube is welded in back side of panel makes sphere of movements for the elephants shape reinforced frame, the shape wave flap is placed in the sphere of movements for the elephants shape reinforced frame again, and shape wave flap and panel be welded to connect, the welding of sphere of movements for the elephants shape reinforced frame and shape wave flap only needs just can carry out with common welding machine, cost of manufacture is low, the ground board support stand of steel floor of the present invention with special use matched, four jiaos bending part of panel matches with the dish-shaped pit of ground board support stand, again with bolt with the panel Corner Strapped on the ground board support stand, steel floor and ground board support stand are fused securely, even when earthquake takes place, steel floor can not subside yet, and the people in the room can in time be escaped when earthquake takes place.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1 is the structural representation of welding steel floor of the present invention.
Fig. 2 is the A-A sectional view of Fig. 1.
1. panels among the figure, 11. flangings, 12. openings, 2. stiffener, 3. sphere of movements for the elephants shape reinforced frame.
The specific embodiment
Welding steel floor of the present invention as depicted in figs. 1 and 2, comprise panel 1, there is the flanging 11 that faces down and extend along plate on panel 1 four limits, and flanging 11 is vertical with the plate face, is bent into 1/4 dish under four angles of panel 1, place, top, angle is the indent arc, panel 1 four limits are provided with opening 12, and panel 1 back side is welded with stiffener 2 and sphere of movements for the elephants shape reinforced frame 3, and stiffener 2 is the shape wave flap, two stiffeners, the 2 scrimp directions of homonymy are perpendicular, and stiffener 2 is arranged in the sphere of movements for the elephants shape reinforced frame 3.
Claims (5)
1. a welding steel floor comprises panel (1), it is characterized in that: described panel (1) back side is welded with stiffener (2) and sphere of movements for the elephants shape reinforced frame (3), and stiffener (2) is arranged in the sphere of movements for the elephants shape reinforced frame (3).
2. welding steel floor according to claim 1 is characterized in that: described stiffener (2) is the shape wave flap, and two stiffeners (2) scrimp direction of homonymy is perpendicular.
3. welding steel floor according to claim 1, it is characterized in that: there is the flanging (11) that faces down and extend along plate on described panel (1) four limit, flanging (11) is vertical with the plate face, is bent into 1/4 dish under four angles of panel (1), and place, top, angle is the indent arc.
4. welding steel floor according to claim 1 is characterized in that: described panel (1) four limit is provided with opening (12).
5. welding steel floor according to claim 1 is characterized in that: described sphere of movements for the elephants shape reinforced frame (3) is made by square tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610161213 CN1975067A (en) | 2006-12-14 | 2006-12-14 | Welding steel floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610161213 CN1975067A (en) | 2006-12-14 | 2006-12-14 | Welding steel floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1975067A true CN1975067A (en) | 2007-06-06 |
Family
ID=38125371
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610161213 Pending CN1975067A (en) | 2006-12-14 | 2006-12-14 | Welding steel floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1975067A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464003A (en) * | 2014-09-06 | 2016-04-06 | 任丘市永基建筑安装工程有限公司 | Technology for enhancing strength of tensile region of bridge plate |
| CN113898072A (en) * | 2021-09-29 | 2022-01-07 | 昌达建筑科技有限公司 | Connecting structure of modular floor and corridor |
-
2006
- 2006-12-14 CN CN 200610161213 patent/CN1975067A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464003A (en) * | 2014-09-06 | 2016-04-06 | 任丘市永基建筑安装工程有限公司 | Technology for enhancing strength of tensile region of bridge plate |
| CN113898072A (en) * | 2021-09-29 | 2022-01-07 | 昌达建筑科技有限公司 | Connecting structure of modular floor and corridor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |