CN212951023U - Supporting structure used between platforms made of different materials - Google Patents
Supporting structure used between platforms made of different materials Download PDFInfo
- Publication number
- CN212951023U CN212951023U CN202021197512.9U CN202021197512U CN212951023U CN 212951023 U CN212951023 U CN 212951023U CN 202021197512 U CN202021197512 U CN 202021197512U CN 212951023 U CN212951023 U CN 212951023U
- Authority
- CN
- China
- Prior art keywords
- epoxy
- thick liquid
- congeals
- liquid layer
- lower platform
- 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
Images
Abstract
The utility model discloses a bearing structure for between different material platforms, a serial communication port, congeal thick liquid layer including support column, upper mounting plate A, lower platform B and epoxy, the support column both ends respectively with upper mounting plate A and lower platform B fixed connection, epoxy congeals thick liquid layer and includes that first epoxy congeals thick liquid layer and second epoxy congeals thick liquid layer, first epoxy congeals thick liquid layer and sets up support column and upper mounting plate A middle, second epoxy congeals thick liquid layer and sets up in the middle of support column and lower platform B. The utility model discloses a material that is used for bearing structure between different material platforms needs is few, only needs the gumming timber that is used for the support, and the epoxy that is used for fixing congeals thick liquid for spacing band iron with be used for once more with the bracket that the platform played the fastening connection effect, the fastening nature is good, convenient operation, save time and save money, greatly reduced the cost.
Description
Technical Field
The utility model relates to a ship structure field, in particular to a bearing structure that is used for between different material platforms.
Background
Offshore engineering is complex and huge, so that ships are required to have multiple functions of positioning, cable laying, hoisting, piling, filling and the like. Corresponding equipment must be configured to realize the functional diversity of ocean engineering, the diversity of the equipment is determined, and the material diversity of the ship structure is determined.
The original platform structure is strengthened adopting equal material platform to support, and when should support and main structural connection, because the reason that the material is different, the welding operation is not good, uses the bolt ligature connection that punches generally, and the weak point of this connection lies in the uncertainty of bolt bearing and the crushing resistance of its own material not good, and the bolt punches simultaneously, polishes etc. and has increased manpower, money input.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a bearing structure for between different material platforms solves one or more among the above-mentioned prior art problem.
According to the utility model provides a bearing structure for between different material platforms, a serial communication port, congeal thick liquid layer including support column, upper mounting plate A, lower platform B and epoxy, the support column both ends respectively with upper mounting plate A and lower platform B fixed connection, epoxy congeals thick liquid layer and includes that first epoxy congeals thick liquid layer and second epoxy congeals thick liquid layer, first epoxy congeals thick liquid layer and sets up support column and upper mounting plate A middlely, second epoxy congeals thick liquid layer and sets up in the middle of support column and lower platform B.
In some embodiments, the support columns are square, and the support columns are made of impregnated wood, wherein the thermal conductivity of the impregnated wood is less than or equal to 0.3W/(MK).
In some embodiments, an upper platform flat iron is arranged between the upper platform A and the first epoxy resin mortar layer, so that the first epoxy resin mortar layer can be prevented from overflowing, and the support is guaranteed to be maximized.
In some embodiments, a lower platform flat iron is arranged between the lower platform B and the second epoxy resin mortar layer, so that the first epoxy resin mortar layer can be prevented from overflowing, and the support can be maximized.
In some embodiments, 4 first toggle plates which are uniformly distributed around the supporting column are arranged between the upper platform A and the flat iron of the upper platform, and the first toggle plates are fixedly connected with the supporting column in a welding manner, so that the first epoxy resin mortar layer can play the largest fixing role, and meanwhile, the stress of the connecting parts of the upper platform A, the first toggle plates and the supporting column is uniform, and the stability of the reinforcing structure is facilitated.
In some embodiments, 4 second toggle plates which are uniformly distributed around the support column are arranged between the lower platform B and the lower platform flat iron, and the second toggle plates are fixedly connected with the support column through welding, so that the second epoxy resin mortar layer can play the largest fixing role, and meanwhile, the stress of the connecting parts of the lower platform B, the second toggle plates and the support column is uniform, and the stability of the reinforcing structure is facilitated.
In certain embodiments, the first epoxy grout layer has a thickness of 10 to 20 mm.
In certain embodiments, the second epoxy resin grout layer has a thickness of 10 to 20 mm.
In some embodiments, the upper platform iron is spaced 20 to 30mm from the support column, which allows for maximum filling.
In some embodiments, the spacing between the lower platform iron flats and the support columns is 20 to 30mm, which arrangement allows for maximum filling.
In certain embodiments, the upper platform flat iron has a thickness of 10 mm.
In certain embodiments, the lower platform flat iron has a thickness of 10 mm.
A bearing structure's advantage for between different material platforms does:
(1) the needed materials are few, only gum dipping wood for supporting, epoxy resin mortar for fixing, flat iron for limiting and a toggle plate for fastening and connecting with the platform again are needed, the fastening performance is good, the operation is convenient, the time and the money are saved, and the cost is greatly reduced;
(2) the epoxy resin mortar has good chemical and physical properties, mould resistance, excellent adhesive strength to metal and nonmetal surfaces, good dielectric property, small set shrinkage, high strength and good flexibility.
Drawings
FIG. 1 is a front view of a support structure for use between platforms of different materials in an embodiment of the present invention;
fig. 2 is a top view of a support structure for use between platforms of different materials according to an embodiment of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 and 2, the utility model provides a supporting structure for between different material platforms, including support column 1, upper mounting plate A, lower platform B and epoxy congeal thick liquid layer 2, 1 both ends of support column respectively with upper mounting plate A and lower platform B fixed connection, epoxy congeals thick liquid layer 2 and includes that first epoxy congeals thick liquid layer 21 and second epoxy congeals thick liquid layer 22, and first epoxy congeals thick liquid layer 21 and sets up in the middle of support column 1 and upper mounting plate A, and second epoxy congeals thick liquid layer 22 and sets up in the middle of support column 1 and lower platform B.
Wherein: the support column 1 is in a cube shape, the support column 1 is made of gummed wood, and the thermal conductivity of the gummed wood is less than or equal to 0.3W/(MK).
Upper platform flat iron 3 is provided with in the middle of upper platform A and first epoxy congeals thick liquid layer 21, sets up like this and can prevent that first epoxy congeals thick liquid layer 21 overflow to guarantee to support and realize the maximize, the material of upper platform flat iron 3 is unanimous with upper platform A's material, is favorable to welding jobs.
Lower platform B and second epoxy congeal the thick liquid layer 22 in the middle of be provided with lower platform band iron 4, set up like this and can prevent that first epoxy congeals thick liquid layer 22 overflow to guarantee to support and realize the maximize, the material of lower platform band iron 4 is unanimous with lower platform B's material, is favorable to welding jobs.
The middle of upper mounting plate A and the 3 upper mounting plate band irons is provided with 4 first brackets 5 surrounding support column 1 evenly distributed, and first brackets 5 are connected with support column 1 through welded fastening, so that the first epoxy resin mortar layer 21 can play the largest fixing role, and meanwhile, the stress of the connecting parts of upper mounting plate A, first brackets 5 and support column 1 is even, which is favorable for the stability of the reinforced structure.
Lower platform B and lower platform band iron 4 middles are provided with 4 second brackets 6 around support column 1 evenly distributed to second brackets 6 and support column 1 are through welded fastening connection, set up like this and make second epoxy congeal thick liquid layer 22 play the biggest fixed action, make lower platform B, second brackets 6, support column 1 joint portion atress even simultaneously, do benefit to additional strengthening's stability.
The thickness of the first epoxy resin mortar layer 21 is 10 to 20mm, and the thickness of the second epoxy resin mortar layer 22 is 10 to 20 mm.
The interval between upper platform band iron 3 and the support column 1 is 20 to 30mm, and the interval between lower platform band iron 4 and the support column 1 is 20 to 30mm, sets up like this and can realize the maximize and fill.
The thickness of the upper platform flat iron 3 is 10mm, and the thickness of the lower platform flat iron 4 is 10 mm.
A material that a bearing structure that is used for between different material platforms needs is few, only need be used for the gummed timber that supports, be used for fixed epoxy to congeal thick liquid for spacing band iron with be used for once more with the bracket that the platform played the fastening connection effect, the fastening is good, convenient operation saves time and saves money, greatly reduced the cost.
What has been described above are only some embodiments of the invention. For those skilled in the art, without departing from the inventive concept, several modifications and improvements can be made, which are within the scope of the invention.
Claims (9)
1. The utility model provides a bearing structure for between different material platforms, characterized in that, includes support column (1), upper mounting plate A, lower platform B and epoxy congeals thick liquid layer (2), support column (1) both ends respectively with upper mounting plate A and lower platform B fixed connection, epoxy congeals thick liquid layer (2) and includes first epoxy congeals thick liquid layer (21) and second epoxy congeals thick liquid layer (22), first epoxy congeals thick liquid layer (21) and sets up in the middle of support column (1) and upper mounting plate A, second epoxy congeals thick liquid layer (22) and sets up in the middle of support column (1) and lower platform B.
2. The supporting structure for platforms made of different materials as claimed in claim 1, wherein the supporting column (1) is in a square shape, and the material of the supporting column (1) is impregnated wood.
3. A support structure for use between platforms of different materials according to claim 1, characterised in that an upper platform flat iron (3) is provided between the upper platform a and the first layer of epoxy grout (21).
4. A support structure for use between platforms of different materials according to claim 1, characterised in that a lower platform flat iron (4) is provided intermediate the lower platform B and the second epoxy resin mortar layer (22).
5. A support structure for platforms of different materials according to claim 3, characterized in that 4 first brackets (5) are arranged between the upper platform a and the upper platform flat iron (3) and evenly distributed around the supporting column (1), and the first brackets (5) are fixedly connected with the supporting column (1) by welding.
6. A supporting structure used between platforms of different materials according to claim 4, characterized in that 4 second brackets (6) evenly distributed around the supporting column (1) are arranged between the lower platform B and the lower platform flat iron (4), and the second brackets (6) are fixedly connected with the supporting column (1) by welding.
7. A support structure for use between platforms of different materials according to claim 1, characterised in that the thickness of the first layer of epoxy grout (21) is 10 to 20mm and the thickness of the second layer of epoxy grout (22) is 10 to 20 mm.
8. A support structure for platforms of different materials according to claim 5 or 6 where the distance between the upper platform iron (3) and the support column (1) is 20 to 30mm and the distance between the lower platform iron (4) and the support column (1) is 20 to 30 mm.
9. A support structure for use between platforms of different materials according to claim 8, characterised in that the upper platform band iron (3) has a thickness of 10mm and the lower platform band iron (4) has a thickness of 10 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021197512.9U CN212951023U (en) | 2020-06-24 | 2020-06-24 | Supporting structure used between platforms made of different materials |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021197512.9U CN212951023U (en) | 2020-06-24 | 2020-06-24 | Supporting structure used between platforms made of different materials |
Publications (1)
Publication Number | Publication Date |
---|---|
CN212951023U true CN212951023U (en) | 2021-04-13 |
Family
ID=75388763
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202021197512.9U Active CN212951023U (en) | 2020-06-24 | 2020-06-24 | Supporting structure used between platforms made of different materials |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN212951023U (en) |
-
2020
- 2020-06-24 CN CN202021197512.9U patent/CN212951023U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103216041B (en) | Plane grid rib for structure reinforcement, mould and manufacturing method of plane grid rib | |
CN101906895B (en) | Composite electrical cross arm and design method of structure thereof | |
CN110744873A (en) | 3D printing structure composite material sandwich board with negative Poisson ratio effect and processing method | |
CN212951023U (en) | Supporting structure used between platforms made of different materials | |
CN113089928A (en) | Carbon fiber-FRP-steel bar composite layer grid seawater sea sand concrete laminated slab and manufacturing method thereof | |
CN106313761A (en) | Nano modified vibration damping honeycomb sandwich plate | |
CN104015407A (en) | Composite lattice structure with curved surface and preparation method thereof | |
CN201202194Y (en) | Assembled tube type relief member cast-in-situ hollow building roof | |
CN206418790U (en) | A kind of fiber cloth reinforced reinforced beam structural member | |
CN104149400A (en) | Double-spiral fiber reinforced foam laminated plate | |
CN105484355A (en) | Connection system of wood-concrete composite structure | |
CN203307725U (en) | Composite material orthogonal cell structure sandwich bridge deck slab with reinforcing member | |
CN202214986U (en) | Carbon fiber composite material arm support for concrete pump truck | |
CN209323740U (en) | A kind of board-like sandwich thermal insulated shear wall of novel superposed | |
CN207032566U (en) | The vertical connector of wall body structure and wall vertical connection structure | |
CN207974555U (en) | A kind of building structure strengthening device | |
CN208072853U (en) | A kind of prefabricated keel component | |
CN202324648U (en) | Concrete equipment and boom thereof | |
CN207761170U (en) | A kind of outer packet portion coupled column of abnormity steel reinforced concrete | |
CN212046228U (en) | Fire-resistant anti-crack carbon fiber plate | |
CN204136498U (en) | A kind of double helix fiber enhanced foam laminate | |
CN206616768U (en) | Strengthening T-Shaped RC Beams with Carbon Fiber Sheets structure | |
CN205189248U (en) | Cold -proof aluminum alloy roofing concrete slabs | |
CN204475627U (en) | Steel work composite floor plate | |
CN104032893B (en) | A kind of integrated FRP fold-line-shaped plated construction for compound beam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |