CN209144647U - A kind of combined planar load-bearing steel plate of high intensity - Google Patents
A kind of combined planar load-bearing steel plate of high intensity Download PDFInfo
- Publication number
- CN209144647U CN209144647U CN201821751500.9U CN201821751500U CN209144647U CN 209144647 U CN209144647 U CN 209144647U CN 201821751500 U CN201821751500 U CN 201821751500U CN 209144647 U CN209144647 U CN 209144647U
- Authority
- CN
- China
- Prior art keywords
- plate
- steel
- steel plate
- corrugated plating
- plane
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
- Road Paving Structures (AREA)
Abstract
A kind of combined planar load-bearing steel plate of high intensity, belongs to building and traffic engineering field of material technology, the plane steel plate structure for load-bearing.Its technical solution is: it is made of steel corrugated plating, plane steel plate, upper plate is parallel with lower plate opposite, two side plates are opposite in the two sides of upper plate and lower plate respectively, distinguish the both ends of upper plate and the both ends of lower plate and vertically connect in the top and bottom of two side plates, upper plate, lower plate and two side plates constitute the plane steel plate case of box-structure, steel corrugated plating is located at the inner cavity of plane steel plate case, is fixedly connected on the inside of the wave crest of steel corrugated plating and trough top and the plate face of the upper plate of plane steel plate case and lower plate；The length direction of the wave crest of steel corrugated plating and trough along plane steel plate case length direction.The utility model structure is simple, is easy to make, and has very high intensity and load-bearing capacity, while surfacing, can be used as bridge floor, can also be used as temporary pavement, is also used as the structures such as the flooring of building.
Description
Technical field
The utility model relates to the high-strength combination plane steel plates that a kind of building and traffic engineering field use, and belong to building
And traffic engineering field of material technology.
Background technique
Steel corrugated plating is a kind of novel construction material, and the ductility of steel corrugated plating itself is good, non-deformability is strong, simultaneously
Be quickly and expediently installed, save the duration, also have many advantages, such as it is at low cost, be conducive to it is environmentally friendly, therefore in traffic engineering and municipal works,
A kind of trend is largely had become using steel corrugated plating production culvert, tunnel, underpass and underground piping.Currently, steel wave
Card primarily serves support construction effect in architectural engineering and traffic engineering, usually utilizes the resistance to compression of steel corrugated plating, tension
Non-deformability make domes, become the support frame of culvert, tunnel, underpass and underground piping.Due to steel wave
The ripple state on the surface of card, steel corrugated plating cannot be used for the laying of road, thus steel corrugated plating not in prevailing roadway and
Application in other planar structures.Currently, in various buildings and traffic engineering, there is an urgent need to have the planar junction of high-mechanic intensity
Structure, such as the bridge floor of bridge, the channel of speedily carrying out rescue work of temporary erection, refuse landfill occasional passage road deck, building flooring, mesh
It is preceding to be all perhaps difficult in intensity to reach that requirement or weight are big, apply using the materials such as timber, fashioned iron, armored concrete
Work difficulty is big, and big machinery is needed to assist, therefore it is very necessary for developing more suitable High Strength Plane building structure.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of combined planar load-bearing steel plate of high intensity, this steel
Plate can using steel corrugated plating it is light-weight, non-deformability is strong the advantages that, while surfacing is adapted to various planar junctions
The building and traffic engineering of structure.
The technical solution for solving above-mentioned technical problem is:
A kind of combined planar load-bearing steel plate of high intensity, it is made of steel corrugated plating, plane steel plate, and plane steel plate includes upper
Top plate, lower plate and two side plates, upper plate, the shape of lower plate are identical, and the shape of two side plates is identical, upper plate and bottom
Plate is opposite in parallel, and two side plates are opposite in the two sides of upper plate and lower plate respectively, the top and bottom of two side plates respectively on
The both ends of top plate and the both ends of lower plate vertically connect, and upper plate, lower plate and two side plates constitute the flat steel of box-structure
Plate case, steel corrugated plating are located at the inner cavity of plane steel plate case, the upper top of the wave crest of steel corrugated plating and trough top and plane steel plate case
It is fixedly connected on the inside of plate and the plate face of lower plate.
The combined planar load-bearing steel plate of above-mentioned high intensity, the wave crest of the steel corrugated plating and the length direction of trough are along flat
The length direction of face steel plate box, the left and right sides of steel corrugated plating are in contact with the both side plate of plane steel plate case respectively, steel corrugated plating
Rear and front end flushed respectively with the both ends open of plate steel plate box.
The combined planar load-bearing steel plate of above-mentioned high intensity, the wave crest of the steel corrugated plating and trough top and plane steel plate case
Upper plate and the plate face of lower plate be that rivet welding connects.
The inner cavity of the combined planar load-bearing steel plate of above-mentioned high intensity, the plane steel plate case is cavity, or in flat steel
Fill concrete in the inner cavity of plate case, concrete are integrated with the steel corrugated plating casting in plane steel plate box cavity.
The beneficial effects of the utility model are:
The utility model is made of box-structure plane steel plate, and steel corrugated plating is placed on the inner cavity of box-structure, steel ripple
The wave crest and trough of plate are fixedly connected with the upper plate of box-structure and lower plate respectively, form integrated load-bearing steel plate structure.
The utility model structure is simple, is easy to make, and it is strong etc. to take full advantage of the light-weight of steel corrugated plating, non-deformability
Advantage has very high intensity and load-bearing capacity, while surfacing, can be used as the bridge floor of traffic engineering, can also be used as
The temporary pavement of emergency is also used as the structures such as the flooring of building, is a kind of novel engineering construction structure, has very well
Popularizing value.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the top view of Fig. 1.
It is marked in figure as follows: upper plate 1, lower plate 2, side plate 3, steel corrugated plating 4, rivet welding point 5, wave crest 6, trough 7.
Specific embodiment
The utility model is made of plane steel plate and steel corrugated plating 4.
It is shown in figure, plane steel plate includes upper plate 1, lower plate 2 and two side plates 3, the shape of upper plate 1, lower plate 2
Identical, the shape of two side plates 3 is identical.Upper plate 1 is parallel with lower plate 2 opposite, and two side plates 3 are respectively in upper plate 1 under
The two sides of bottom plate 2 are opposite, and the both ends of upper plate 1 and the both ends of lower plate 2 vertically connect respectively for the top and bottom of two side plates 3
It connects, upper plate 1, lower plate 2 and two side plates 3 constitute the plane steel plate case of box-structure.
It is shown in figure, steel corrugated plating 4 is located at the inner cavity of plane steel plate case, the wave crest 6 of steel corrugated plating 4 and the length of trough 7
Length direction of the direction along plane steel plate case, the wave crest 6 of steel corrugated plating 4 and the upper plate 1 on 7 top of trough and plane steel plate case
It is fixedly connected on the inside of the plate face of lower plate 2, the left and right sides of steel corrugated plating 4 connects with the both side plate 3 of plane steel plate case respectively
Touching, the rear and front end of steel corrugated plating 4 is flushed with the both ends open of plate steel plate box respectively.According to universal law, steel corrugated plating 1
Length direction should be consistent with the width direction of engineering structures such as bridge floor, the resistance to compression of such competence exertion steel corrugated plating 4, tension and
Non-deformability, and the side plate 3 of plane steel plate case can equally be served the same role in figure and be shown, the wave crest 6 of steel corrugated plating 4
It is that rivet welding is connect with 7 top of trough with the plate face of the upper plate 1 of plane steel plate case and lower plate 2, rivet welding point 5 can also be slightly convex
It rises, plays anti-skidding effect.
It is shown in figure, the inner cavity of plane steel plate case is cavity, or the fill concrete in the inner cavity of plane steel plate case, is mixed
Solidifying soil is integrated with the casting of steel corrugated plating 4 in plane steel plate box cavity.Fill concrete can in the cavity of plane steel plate case
To enhance the structural strength of plane steel plate case, there is bigger resistance to compression, tension and non-deformability, but construction weight greatly increases
Add, and cavity structure is light-weight, design and unit in charge of construction can according to need and selected.
The embodiments of the present invention are as follows:
The length of upper plate 1 and lower plate 2 is 3000mm, width 1230mm, with a thickness of 10mm；
The length of side plate 3 is 3000mm, width 62mm, with a thickness of 10mm；
The specification of steel corrugated plating 4 is pitch of waves 200mm, depth of convolution 55mm, thickness 7mm, width 1200mm, length 3000mm.
Claims (4)
1. a kind of combined planar load-bearing steel plate of high intensity, it is characterised in that: it is made of steel corrugated plating (4), plane steel plate, puts down
Face steel plate includes upper plate (1), lower plate (2) and two side plates (3), and upper plate (1), the shape of lower plate (2) are identical, and two
The shape of side plate (3) is identical, and upper plate (1) is parallel with lower plate (2) opposite, two side plates (3) respectively upper plate (1) and under
The two sides of bottom plate (2) are opposite, the both ends of top and bottom difference upper plate (1) of two side plates (3) and the both ends of lower plate (2)
Vertical connection, upper plate (1), lower plate (2) and two side plates (3) constitute the plane steel plate case of box-structure, steel corrugated plating (4)
Positioned at the inner cavity of plane steel plate case, the upper plate (1) of the wave crest (6) of steel corrugated plating (4) and trough (7) top and plane steel plate case
It is fixedly connected on the inside of the plate face of lower plate (2).
2. the combined planar load-bearing steel plate of high intensity according to claim 1, it is characterised in that: the steel corrugated plating (4)
Wave crest (6) and trough (7) length direction of the length direction along plane steel plate case, the left and right sides of steel corrugated plating (4) point
It is not in contact with the both side plate of plane steel plate case (3), both ends of the rear and front end of steel corrugated plating (4) respectively with plate steel plate box are opened
Mouth flushes.
3. the combined planar load-bearing steel plate of high intensity according to claim 2, it is characterised in that: the steel corrugated plating (4)
Wave crest (6) and trough (7) top and the plate face of the upper plate (1) of plane steel plate case and lower plate (2) be that rivet welding is connect.
4. the combined planar load-bearing steel plate of high intensity according to claim 1, it is characterised in that: the plane steel plate case
Inner cavity is cavity, or the fill concrete in the inner cavity of plane steel plate case, the steel wave in concrete and plane steel plate box cavity
Card (4) casting is integrated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821751500.9U CN209144647U (en) | 2018-10-28 | 2018-10-28 | A kind of combined planar load-bearing steel plate of high intensity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821751500.9U CN209144647U (en) | 2018-10-28 | 2018-10-28 | A kind of combined planar load-bearing steel plate of high intensity |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209144647U true CN209144647U (en) | 2019-07-23 |
Family
ID=67269735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821751500.9U Active CN209144647U (en) | 2018-10-28 | 2018-10-28 | A kind of combined planar load-bearing steel plate of high intensity |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209144647U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863607A (en) * | 2019-12-23 | 2020-03-06 | 北京九州动脉隧道技术有限公司 | Steel plate structure |
| WO2021195673A1 (en) * | 2020-03-27 | 2021-09-30 | Binh Ngo Xuan | Superstructure rig mat of cold-formed steel |
-
2018
- 2018-10-28 CN CN201821751500.9U patent/CN209144647U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863607A (en) * | 2019-12-23 | 2020-03-06 | 北京九州动脉隧道技术有限公司 | Steel plate structure |
| WO2021195673A1 (en) * | 2020-03-27 | 2021-09-30 | Binh Ngo Xuan | Superstructure rig mat of cold-formed steel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207144170U (en) | A kind of prefabricated out-hung panel upper and lower opening waterproof connecting structure of prefabricated concrete structure | |
| CN207597609U (en) | A kind of precast concrete concrete frame joint | |
| CN203583528U (en) | Waterproof structure for joints of sidewall and top and bottom plates of peat soft soil stratum subway station | |
| CN203583526U (en) | Waterproof structure of peat soft soil stratum subway station | |
| WO2005028772A1 (en) | Block for building wall and the wall built with said blocks | |
| CN207211444U (en) | A kind of mounting clip pieces coordinated with groove and tognue type Light trabses | |
| CN209144647U (en) | A kind of combined planar load-bearing steel plate of high intensity | |
| CN104790684A (en) | Wall hole opening construction method adopting encased angle iron method | |
| CN208072706U (en) | A kind of connection structure of the prefabricated steel shear wall horizontal joint of slip installation | |
| CN109797651A (en) | A kind of flat combined box beam with corrugated sheet steel internal model | |
| CN106869169A (en) | A kind of three-dimensional interval construction method of underground pipe gallery warehouse | |
| CN209099601U (en) | A kind of UHPC ultra-high performance concrete steel bar girder laminated floor slab | |
| CN206521696U (en) | A kind of bridge drainage system | |
| CN206554318U (en) | Wall is built in a kind of room | |
| CN105649107B (en) | Reinforced earth corrugated steel retaining wall structure | |
| CN204238264U (en) | A kind of sole plate post-poured strip structure | |
| CN206189694U (en) | Assembled room lid | |
| CN209144634U (en) | A kind of steel construction Simple bridge having compared with high bearing capacity | |
| CN203393877U (en) | Hollow floor | |
| CN206693469U (en) | A kind of precast floor slab connecting node | |
| CN206338075U (en) | A kind of anti-internal water pressure composite shield section of jurisdiction | |
| CN206205166U (en) | It is a kind of can synchronous crossed construction outer wall of basement waterproofing protection structure | |
| CN212835499U (en) | Assembled utility tunnel convenient to cast-in-place | |
| CN203729510U (en) | Thermal insulation gutter board capable of combining steels and concrete | |
| CN209975578U (en) | Prefabricated utility tunnel of three cabin symmetries |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |