CN208251551U - A kind of reinforced network overhead floors of diagonal ribs - Google Patents
A kind of reinforced network overhead floors of diagonal ribs Download PDFInfo
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- CN208251551U CN208251551U CN201820742682.7U CN201820742682U CN208251551U CN 208251551 U CN208251551 U CN 208251551U CN 201820742682 U CN201820742682 U CN 201820742682U CN 208251551 U CN208251551 U CN 208251551U
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- bottom plate
- diagonal ribs
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Abstract
The utility model discloses a kind of reinforced network overhead floors of diagonal ribs, belong to network overhead floors field.A kind of reinforced network overhead floors of diagonal ribs of the utility model, including panel, bottom plate and filler, filler is filled in the cavity that panel and bottom plate connect into, the bottom of bottom plate is equipped with several tongues, the bottom of bottom plate is additionally provided with diagonal ribs, and the diagonal line of bottom plate is parallel or coincidence, four side of bottom of bottom plate are additionally provided with side bar for the center line of diagonal ribs, and tongue is distributed in the section that diagonal ribs and side bar surround.The utility model is additionally provided with diagonal ribs and side bar in the bottom of bottom plate, diagonal ribs and side bar form triangle reinforced region, and tongue structure is reinforced in setting in triangle reinforced region, the crucial force part of network overhead floors is effectively reinforced, and reinforcement structure is more stable, under same outer dimension, the rigidity and maximum capacity amount of network overhead floors are substantially increased, material is saved, it is solid and reliable, handsome in appearance, use scope is wider.
Description
Technical field
The utility model relates to a kind of network overhead floors, more specifically to a kind of reinforced network rack of diagonal ribs
Vacant lot plate.
Background technique
The aerial and antistatic technique of computer floor and office office building, is a part for belonging to safety and protection scope.
The not set reinforcement structure of bottom plate of traditional Full steel net raised flooring, rigidity is smaller, and maximum capacity amount is smaller, big or deposit in load-bearing
In greater impact power, floor deformation is big, and cracky, service life is short, and use scope is limited.
In order to improve the intensity of network overhead floors, existing related art scheme is disclosed, such as China Patent No.
ZL201220099743.5, authorized announcement date are on December 12nd, 2012, a kind of invention and created name are as follows: activity with reinforcing rib
The bottom plate on floor, this application are related to a kind of bottom plate of movable floor with reinforcing rib.There is multiple recess portions, bottom plate in base surface
Face is equipped with the cross reinforcing and vertical strengthening ribs that total radical is three or more, and the cross reinforcing is with vertical strengthening ribs
It is once stamping with bottom plate, or pass through welding forming.This application improves bottom using cross reinforcing and vertical strengthening ribs
The intensity of plate greatly strengthens the bearing capacity on floor, and intensity is big and more firm after installing floor, but its only for
Bottom plate is made that reinforcement, and the structural strength promotion on the floor after assembly is limited, and the structure of cross reinforcing and vertical strengthening ribs
Invigoration effect also needs to be further increased.
For another example China Patent No. ZL201620429056.3, authorized announcement date are on November 30th, 2016, innovation and creation name
Referred to as: anti-static movable floor, this application are related to a kind of anti-static movable floor, including upper steel plate, lower steel plate and filler, under
There are several protrusions, protrusion is hollow hemispherical shell, and upper steel plate is fixedly connected with lower steel plate, and filler setting exists on steel plate
Between upper steel plate and lower steel plate, it is additionally provided with antistatic veneer on the upper surface of upper steel plate, several reinforcing ribs are additionally provided in filler,
Reinforcing rib is in cylindrical screw shape, and the central axes of reinforcing rib are perpendicular to upper steel plate.This anti-static movable floor is not only in lower steel plate
Several protrusions are equipped with, and are provided with several reinforcing ribs in filler, strengthen the bearing structure on floor, it is therefore prevented that floor occurs
Recess, but it improves floor strength by way of reinforcing rib is arranged in filler, and structure is complex, and reinforcing rib is in filler
Inside can actually play the role of smaller.
Summary of the invention
1. utility model technical problems to be solved
The purpose of the utility model is to overcome the existing network raised flooring deficiencies low there are structural strength, provide one kind
The reinforced network overhead floors of diagonal ribs, using the technical solution of the utility model, the bottom of bottom plate be additionally provided with diagonal ribs and
Side bar, diagonal ribs and side bar form triangle reinforced region, and tongue structure, network are reinforced in setting in triangle reinforced region
The crucial force part of raised flooring is effectively reinforced, and reinforcement structure is more stable, under same outer dimension, mentions significantly
The high rigidity and maximum capacity amount of network overhead floors, saves material, solid and reliable, handsome in appearance, use scope is wider.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model are as follows:
A kind of reinforced network overhead floors of diagonal ribs of the utility model, including panel, bottom plate and filler, described fills out
Material is filled in the cavity that panel and bottom plate connect into, and the bottom of the bottom plate is equipped with several tongues, the bottom of the bottom plate
Portion is additionally provided with diagonal ribs, and the center line of the diagonal ribs and the diagonal line of bottom plate are parallel or be overlapped, the bottom of the bottom plate
Four sides are additionally provided with side bar, and the tongue is distributed in the section that diagonal ribs and side bar surround.
Further, the vertex of the tongue is connect with panel spot welding.
Further, the diagonal ribs, side bar and tongue integrated punching of the bottom base plate form.
Further, the side depth of beam is consistent with the height of diagonal ribs, and the two of the intersection of the diagonal ribs
Rib is mutually perpendicular to, and the two rib junctions intersected use circular sliding slopes.
Further, four sides of the bottom plate flip up 90 ° of formation frames, and the upper end of frame turns down 90 outward
Degree forms flange, and the edge of the panel is covered on the flange of bottom plate and is welded and fixed；It is set on the frame of the bottom plate
There is the perfusing hole for filler to be perfused, the perfusing hole is equipped with blocking.
Further, set on the frame of the bottom plate there are two perfusing hole and two be mounted on it is stifled in perfusing hole
Plug.
Further, the filler is foamed cement.
Further, antirust paint is coated on the outer surface of the panel and bottom plate.
Further, the overall thickness of the network overhead floors is 30~35mm；The panel is 600 × 600 just
Square plate, plate thickness are 0.5~0.8mm；The height of diagonal ribs is 8~10mm, and width is 16~30mm；The tongue
For hemispherical, the diameter of tongue is 40mm.
Further, the material of the panel is Q235B cold-rolled steel sheet, and the material of the bottom plate is that SPCD-J is cold
Rolled steel plate.
3. beneficial effect
It is had the following beneficial effects: compared with existing well-known technique using technical solution provided by the utility model
(1) a kind of reinforced network overhead floors of diagonal ribs of the utility model, the bottom of bottom plate are additionally provided with diagonal ribs,
And the diagonal line of bottom plate is parallel or coincidence, four side of bottom of bottom plate are additionally provided with side bar for the center line of diagonal ribs, and tongue is distributed in friendship
In the section that fork rib and side bar surround, using rib structure is intersected, diagonal ribs and side bar form triangle reinforced region, and in triangle
Tongue structure is reinforced in setting in shape reinforced region, and the crucial force part of network overhead floors is effectively reinforced, and reinforces knot
Structure is more stable, under same outer dimension, substantially increases the rigidity and maximum capacity amount of network overhead floors, saves material
Material, solid and reliable, handsome in appearance, use scope is wider；
(2) the reinforced network overhead floors of a kind of diagonal ribs of the utility model, the vertex of tongue and panel spot welding connect
It connects, bottom plate connect stronger with panel, and the active force that panel is born can act directly on tongue, convex using hemispherical
Slot realizes the dispersion of stress, so that the structural strength of network overhead floors is higher, it is durable；
(3) the reinforced network overhead floors of a kind of diagonal ribs of the utility model, the diagonal ribs of bottom base plate, side bar and
Tongue integrated punching forms, and the production is simple and convenient；Side depth of beam is consistent with the height of diagonal ribs, and two of the intersection of diagonal ribs
Rib is mutually perpendicular to, and the two rib junctions intersected use circular sliding slopes, so that bottom plate is formed 4 reinforced regions, and avoid
There is the problems such as stress concentration in horn structure；
(4) a kind of reinforced network overhead floors of diagonal ribs of the utility model, four sides of bottom plate flip up 90 ° of shapes
At frame, the upper end of frame turns down 90 degree outward and forms flange, and the edge of panel is covered on the flange of bottom plate and welds solid
Fixed, structure is simple, easy to make.
Detailed description of the invention
Fig. 1 is a kind of side structure schematic diagram of the reinforced network overhead floors of diagonal ribs of the utility model；
Fig. 2 is a kind of bottom substance schematic diagram of the reinforced network overhead floors of diagonal ribs of the utility model.
Label declaration in schematic diagram:
1, panel；2, bottom plate；3, filler；4, it blocks；2-1, diagonal ribs；2-2, side bar；2-3, tongue.
Specific embodiment
For the content for further appreciating that the utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
Referring to figs. 1 and 2, the reinforced network overhead floors of a kind of diagonal ribs of the present embodiment, including panel 1, bottom
Plate 2 and filler 3, filler 3 are filled in the cavity that panel 1 and bottom plate 2 connect into, and the bottom of bottom plate 2 is equipped with several tongue 2-3,
The bottom of bottom plate 2 is additionally provided with diagonal ribs 2-1, and the center line of diagonal ribs 2-1 is parallel with the diagonal line of bottom plate 2 or is overlapped, bottom plate 2
Four side of bottom is additionally provided with side bar 2-2, and tongue 2-3 is distributed in the section that diagonal ribs 2-1 and side bar 2-2 are surrounded.Diagonal ribs 2-1 with
Bottom plate 2 is divided into 4 triangle reinforced regions by side bar 2-2, and tongue 2-3 structure is reinforced in setting in triangle reinforced region,
The crucial force part of network overhead floors is effectively reinforced, and reinforcement structure is more stable, under same outer dimension, greatly
The rigidity and maximum capacity amount of network overhead floors are improved greatly, save material, solid and reliable, handsome in appearance, use scope is more
Extensively.
In order to further strengthen the structural strength of network overhead floors, in the present embodiment, the vertex of tongue 2-3 and panel
1 spot welding connection, bottom plate 2 connect stronger with panel 1, and the active force that panel 1 is born can act directly on tongue 2-3
On, the dispersion of stress is realized using hemispherical tongue 2-3, so that the structural strength of network overhead floors is higher, it is durable.Bottom
Diagonal ribs 2-1, the side bar 2-2 and tongue 2-3 integrated punching of 2 bottom of plate are formed, and the production is simple and convenient.The height of side bar 2-2 with
The height of diagonal ribs 2-1 is consistent, and two ribs of the intersection of diagonal ribs 2-1 are mutually perpendicular to, and the two rib junctions intersected use
Circular sliding slopes avoid horn structure and the problems such as stress concentration occur.Specifically, the four of bottom plate 2 are when flipping up 90 ° of formation
Frame, the upper end of frame turn down 90 degree outward and form flange, and the edge of panel 1 is covered on the flange of bottom plate 2 and is welded and fixed,
The frame of bottom plate 2 is equipped with the perfusing hole for filler 3 to be perfused, and perfusing hole is equipped with blocking 4, and structure is simple, easy to make.It is excellent
Selection of land, sets that there are two perfusing hole and two blockings 4 being mounted in perfusing hole on the frame of bottom plate 2.Above-mentioned filler 3 is preferably
Foamed cement.It is coated with antirust paint on the outer surface of panel 1 and bottom plate 2, prevents surface corrosion.
In the present embodiment, the overall thickness of the network overhead floors is 30~35mm.The square that panel 1 is 600 × 600
Steel plate, panel 1 is with a thickness of 0.5~0.8mm；Diagonal ribs 2-1 is equipped with two, the diagonal line of the center line and bottom plate 2 of diagonal ribs 2-1
Coincide, the height of diagonal ribs 2-1 is 8~10mm, and width is 16~30mm, the edge of diagonal ribs 2-1 all have diameter be 8~
The rounding of 10mm, two rib angles of intersection are 90 °, and two diagonal ribs junctions use arc transition, and transition arc is straight
Diameter is 60~80mm.Side bar 2-2 and the junction diagonal ribs 2-1 use circular sliding slopes, which is 20~30mm, side bar 2-
2 width are 15~25mm, and the edge of side bar 2-2 all has the rounding that diameter is 6~10mm.Tongue 2-3 is hemispherical, opposite bottom
The diagonal line intersection point of plate 2 is centrosymmetric distribution, and the symmetry axis along bottom plate 2 is axisymmetricly distributed, and the diameter of tongue 2-3 is
40mm is equipped with 15 half in each interval section as shown in Fig. 2, in the present embodiment, hemispherical tongue 2-3 quantity is 60
Spherical tongue 2-3, along being parallel to 2 side directions of bottom plate in 5 rows distribution, first row 1 hemispherical tongue 2-3, second row 2 half
Spherical tongue 2-3, third arrange 3 hemispherical tongue 2-3, the 4th hemispherical of row 4 tongue 2-3, the 5th hemispherical tongue of row 5
2-3, the distance between centre of sphere per adjacent two rows of hemispherical tongue 2-3 are 50mm, every two neighboring spherical protuberances centre of sphere of row it
Between distance be 100mm, the edge of hemispherical tongue 2-3 also has a rounding, and rounding arc diameter is 6~8mm.In the present embodiment
In, the material of panel 1 is preferably Q235B cold-rolled steel sheet, and the material of bottom plate 2 is preferably SPCD-J cold-rolled steel sheet.
A kind of reinforced network overhead floors of diagonal ribs of the utility model, using intersection rib structure, diagonal ribs and side bar
Form triangle reinforced region, and tongue structure is reinforced in setting in triangle reinforced region, network overhead floors it is crucial by
Power position is effectively reinforced, and reinforcement structure is more stable, under same outer dimension, substantially increases network overhead floors
Rigidity and maximum capacity amount, save material, solid and reliable, handsome in appearance, use scope is wider.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in be also one of the embodiments of the present invention, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, without creatively designing
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (10)
1. a kind of reinforced network overhead floors of diagonal ribs, including panel (1), bottom plate (2) and filler (3), the filler (3)
It being filled in the cavity that panel (1) and bottom plate (2) connect into, the bottom of the bottom plate (2) is equipped with several tongues (2-3),
Be characterized in that: the bottom of the bottom plate (2) is additionally provided with diagonal ribs (2-1), the center line and bottom plate of the diagonal ribs (2-1)
(2) diagonal line is parallel or is overlapped, and four side of bottom of the bottom plate (2) is additionally provided with side bar (2-2), the tongue (2-3)
It is distributed in the section that diagonal ribs (2-1) and side bar (2-2) is surrounded.
2. the reinforced network overhead floors of a kind of diagonal ribs according to claim 1, it is characterised in that: the tongue
The vertex of (2-3) is connect with panel (1) spot welding.
3. the reinforced network overhead floors of a kind of diagonal ribs according to claim 2, it is characterised in that: the bottom plate
(2) diagonal ribs (2-1), side bar (2-2) and tongue (2-3) integrated punching of bottom form.
4. the reinforced network overhead floors of a kind of diagonal ribs according to claim 3, it is characterised in that: the side bar
The height of (2-2) is consistent with the height of diagonal ribs (2-1), and two ribs of the intersection of the diagonal ribs (2-1) are mutually perpendicular to, and
The two rib junctions intersected use circular sliding slopes.
5. the reinforced network overhead floors of a kind of diagonal ribs according to any one of claims 1 to 4, it is characterised in that:
Four sides of the bottom plate (2) flip up 90 ° of formation frames, and the upper end of frame turns down 90 degree outward and forms flange, described
The edge of panel (1) be covered on the flange of bottom plate (2) and be welded and fixed；The frame of the bottom plate (2) is equipped with and is used for
The perfusing hole of filler (3) is perfused, the perfusing hole is equipped with blocking (4).
6. the reinforced network overhead floors of a kind of diagonal ribs according to claim 5, it is characterised in that: the bottom plate
(2) perfusing hole and two blockings (4) being mounted in perfusing hole there are two being set on frame.
7. the reinforced network overhead floors of a kind of diagonal ribs according to claim 6, it is characterised in that: the filler
It (3) is foamed cement.
8. the reinforced network overhead floors of a kind of diagonal ribs according to claim 7, it is characterised in that: the panel
(1) and epoxy resin is coated on the outer surface of bottom plate (2).
9. the reinforced network overhead floors of a kind of diagonal ribs according to claim 8, it is characterised in that: the network rack vacant lot
The overall thickness of plate is 30~35mm；The square steel plate that the panel (1) is 600 × 600, panel (1) with a thickness of 0.5~
0.8mm；The height of diagonal ribs (2-1) is 8~10mm, and width is 16~30mm；The tongue (2-3) is hemispherical, tongue
The diameter of (2-3) is 40mm.
10. the reinforced network overhead floors of a kind of diagonal ribs according to claim 9, it is characterised in that: the panel
(1) material is Q235B cold-rolled steel sheet, and the material of the bottom plate (2) is SPCD-J cold-rolled steel sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820742682.7U CN208251551U (en) | 2018-05-18 | 2018-05-18 | A kind of reinforced network overhead floors of diagonal ribs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820742682.7U CN208251551U (en) | 2018-05-18 | 2018-05-18 | A kind of reinforced network overhead floors of diagonal ribs |
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| Publication Number | Publication Date |
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| CN208251551U true CN208251551U (en) | 2018-12-18 |
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| CN201820742682.7U Active CN208251551U (en) | 2018-05-18 | 2018-05-18 | A kind of reinforced network overhead floors of diagonal ribs |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116241041A (en) * | 2023-03-24 | 2023-06-09 | 浙江奕科新材料股份有限公司 | Indoor high-strength anti-slip plastic floor |
-
2018
- 2018-05-18 CN CN201820742682.7U patent/CN208251551U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116241041A (en) * | 2023-03-24 | 2023-06-09 | 浙江奕科新材料股份有限公司 | Indoor high-strength anti-slip plastic floor |
| CN116241041B (en) * | 2023-03-24 | 2023-11-03 | 山东浩然体育产业有限公司 | Indoor high-strength anti-slip plastic floor |
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