CN207106811U - Buoyancy tank and float structure - Google Patents
Buoyancy tank and float structure Download PDFInfo
- Publication number
- CN207106811U CN207106811U CN201720960858.1U CN201720960858U CN207106811U CN 207106811 U CN207106811 U CN 207106811U CN 201720960858 U CN201720960858 U CN 201720960858U CN 207106811 U CN207106811 U CN 207106811U
- Authority
- CN
- China
- Prior art keywords
- casing
- buoyancy tank
- rib
- connecting portion
- reinforcing plate
- 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.)
- Expired - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a kind of buoyancy tank and float structure, is related to transportation and packing technical field.Buoyancy tank includes casing and reinforcing plate；The body side sets grooved hole, and the reinforcing plate is embedded in the slotted eye；The reinforcing plate includes rib and connecting portion, and the connecting portion is arranged on the end of the rib；The rib is arranged on the box house, and the connecting portion is arranged on outside the casing.Buoyancy tank provided by the utility model has the advantages that to connect succinct reliable, high capacity between simple in construction, buoyancy tank.
Description
Technical field
It the utility model is related to transportation and packing technical field, more particularly to a kind of buoyancy tank and float structure.
Background technology
Buoyancy tank is generally used for building water surface floating type platform or pontoon structure, common such as civilian landscape pontoon bridge, water recreation
Equipment, sea terminal, military floating bridge etc..
Civilian buoyancy tank passes through blow molding process global formation, polythene material elasticity using polyethylene or high density polyethylene (HDPE) more
Modulus and intensity are all relatively low, it is difficult to meet the requirement of high-bearing capacity, and polyethylene buoyancy tank connects when bearing larger bending load
Head and box unit joint easily deform；Military buoyancy tank uses metal material, such as steel buoyancy tank, aluminium alloy buoyancy tank more,
Although can preferably meet the requirement of high-bearing capacity, from great, it is very inconvenient that installation is set up metal cabinet unit, and gold
Category material anti-fatigue performance is poor, and box unit and joint easily produce fatigue crack, influence the service life of buoyancy tank.State
It is inside and outside that how many research and probes are also deployed to light-duty buoyancy tank floating drum equipment, more using inflatable structure.But inflatable structure is held
It is limited to carry power, and interconnection technique, quick inflation/deflation technology and manufacturing process between structure etc. all remains unsolved, it is difficult to which knot is formed
The pontoon bridge of large bearing capacity, floating platform etc..
Based on above mentioned problem, there is provided a kind of light-duty and can there is high-bearing capacity, the buoyancy tank of reliable switching performance to seem outstanding
To be important.
The information for being disclosed in the background section is merely intended to deepen the reason to general background technology of the present utility model
Solution, and be not construed as recognizing or imply known to those skilled in the art existing of the information structure in any form
Technology.
Utility model content
The purpose of this utility model is to provide a kind of buoyancy tank, and largely alleviating buoyancy tank of the prior art can not
Have the technical problem of high-bearing capacity, reliable switching performance and the less feature of deadweight concurrently simultaneously.
A kind of buoyancy tank provided by the utility model, including casing and reinforcing plate；
The body side sets grooved hole, and the reinforcing plate is embedded in the slotted eye；
The reinforcing plate includes rib and connecting portion, and the connecting portion is arranged on the end of the rib；
The rib is arranged on the box house, and the connecting portion is arranged on outside the casing.
As further technical scheme, in addition to top panel and lower panel, the top panel and lower panel are installed respectively
Top and bottom outside the casing.
As further technical scheme, the casing is connected with top panel, lower panel by way of splicing, the case
Angle steel or aluminum corner brace are provided between body and the top panel and lower panel, the angle steel or aluminum corner brace are mixed by splicing, glue riveting or glue spiral shell
The connected mode connect is connected with casing, top panel or lower panel.
As further technical scheme, the rib passes through angle steel, aluminum corner brace or fibre reinforced composites angle section
It is connected with the cabinet wall.
As further technical scheme, angle steel, aluminum corner brace or fiber are set between the rib and the cabinet wall
Strengthen the connection of composite angle section, the angle steel, aluminum corner brace or fibre reinforced composites angle section pass through splicing, glue riveting respectively
Or the connected mode of glue spiral shell hybrid junction is arranged on rib and cabinet wall.
As further technical scheme, it is fixedly linked outside the connecting portion and the casing by the way of being glued.
As further technical scheme, the reinforcing plate is by fibre reinforced composites, fiber reinforced light metal material
Material or lightweight metal material are made.
The beneficial effects of the utility model are：
A kind of buoyancy tank provided by the utility model includes casing and reinforcing plate；The body side sets grooved hole, described
Reinforcing plate is embedded in the slotted eye；The reinforcing plate includes rib and connecting portion, and the connecting portion is arranged on the rib
End；The rib is arranged on the box house, and the connecting portion is arranged on outside the casing；
Wherein need to stress, the utility model is strengthened by setting through reinforcing plate in box house
Portion is arranged on box house, and connecting portion is arranged on outside casing, and internal rib improves the intensity of external connecting, on the one hand
Traditional buoyancy tank is improved casing and connecting portion junction are yielding, joint bearing capacity is weak the shortcomings that, on the other hand in casing
Portion forms crisscross rib structure, adds the moment of inertia in casing section, compensate for because casing modulus of elasticity is low
Caused by casing rigidity it is small the shortcomings that, improve the bearing capacity of body structure and the ability of resistance to deformation.
Second purpose of the present utility model is to provide a kind of float structure, largely alleviated of the prior art
Buoyancy tank can not have the technical problem of high-bearing capacity, reliable switching performance and the less feature of deadweight concurrently simultaneously.
The utility model provides a kind of float structure, including connector and multiple described buoyancy tanks；Multiple casings it
Between connected by connector.
As further technical scheme, the connecting portion uses earhole plate, and the connector is latch, the latch energy
Enough insert in the earhole plate.
The beneficial effects of the utility model are：
Float structure of the present utility model includes connector and multiple described buoyancy tanks；Pass through between multiple described casings
Connector connects, and therefore, the float structure and Dominant Facies possessed by above-mentioned buoyancy tank are same, in addition, the utility model passes through improvement
The bearing capacity and connection reliability of single buoyancy tank, the bearing capacity of whole float structure is effectively improved, is passed through between multiple buoyancy tanks
Connector connects, and knot forms the pontoon bridge or floating platform of the high-bearing capacity of large span, and dead load is small, and bearing capacity is strong, connection
Reliably, wide application space and value are respectively provided with fields such as Traffic Emergency Safeguards, the settings of landscape pier.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
The required accompanying drawing used is briefly described in embodiment or description of the prior art, it should be apparent that, describe below
In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the overall structure diagram for the buoyancy tank that the utility model embodiment one provides；
Fig. 2 is the dimensional decomposition structure diagram for the buoyancy tank that the utility model embodiment one based on Fig. 1 provides；
Fig. 3 is the structural representation for the float structure that the utility model embodiment two based on Fig. 1-2 provides.
Icon：100- casings；200- reinforcing plates；210- ribs；220- connecting portions；300- connectors；400- top panels；
500- lower panels.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described
Embodiment is the utility model part of the embodiment, rather than whole embodiments.Based on the embodiment in the utility model, sheet
The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality
Novel protected scope.
, it is necessary to explanation, the orientation or position relationship of the instruction such as term " interior ", " outer " in description of the present utility model
Based on orientation shown in the drawings or position relationship, to be for only for ease of description the utility model and simplifying description, without referring to
Show or imply that the device of meaning or element there must be specific orientation, with specific azimuth configuration and operation, therefore can not manage
Solve as to limitation of the present utility model.In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction
Or imply relative importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
Concrete structure reference picture 1- Fig. 3：
Fig. 1 is the overall structure diagram for the buoyancy tank that the utility model embodiment one provides；
Fig. 2 is the dimensional decomposition structure diagram for the buoyancy tank that the utility model embodiment one based on Fig. 1 provides；
Fig. 3 is the structural representation for the float structure that the utility model embodiment two based on Fig. 1-2 provides.
Embodiment one
As Figure 1-Figure 2, a kind of buoyancy tank that the utility model embodiment provides, including casing 100 and reinforcing plate 200；
The side of casing 100 sets grooved hole, and the reinforcing plate 200 is embedded in the slotted eye；The reinforcing plate 200 includes rib
210 and connecting portion 220, the connecting portion 220 be arranged on the end of the rib 210；The rib 210 is arranged on described
Inside casing 100, the connecting portion 220 is arranged on outside the casing 100；
Wherein need to stress, the utility model inside casing 100 by setting through reinforcing plate
200, rib 210 is arranged on inside casing 100, and connecting portion 220 is arranged on outside casing 100, and internal rib 210 improves
The intensity of external connecting 220, on the one hand improve traditional buoyancy tank casing 100 outer surface connecting portion, 220 joints it is yielding, connect
The shortcomings that head bearing capacity is weak, the crisscross structure of rib 210 has on the other hand been internally formed in casing 100, compensate for case
The shortcomings that rigidity of casing 100 is small caused by the modulus of elasticity of body 100 is low, adds the moment of inertia in the section of casing 100, improves case
The bearing capacity of the structure of body 100 and the ability of resistance to deformation.
Specifically, each structure of the buoyancy tank provided below for the present embodiment explains：
In the alternative of the present embodiment, in addition to top panel 400 and lower panel 500, the top panel 400 and lower panel
500 are separately mounted to the top and bottom outside the casing 100.Specifically, it is concave structure in the middle part of the surrounding of casing 100,
Be easy to increase the contact area between the connecting portion 220 and casing 200 of reinforcing plate 200, lifting connecting portion 220 and casing 200 it
Between connection reliability.
In the alternative of the present embodiment, the casing 100 and top panel 400, lower panel 500 are connected by way of splicing
Connect, angle steel, aluminum corner brace or fibre reinforced composites angle are provided between the casing 100 and the top panel 400 and lower panel 500
Section bar, the angle steel, aluminum corner brace or fibre reinforced composites angle section are by being glued, the connected mode of glue riveting or glue spiral shell hybrid junction with
Casing 100, top panel 400 or lower panel 500 connect.
In the alternative of the present embodiment, the rib 210 passes through angle steel, aluminum corner brace or fibre reinforced composites angle-style
Material is connected with the inwall of casing 100.
In the alternative of the present embodiment, angle steel, aluminum corner brace are set between rib 210 and the casing 100 inwall
Or the connection of fibre reinforced composites angle section, the angle steel, aluminum corner brace or fibre reinforced composites angle section pass through glue respectively
Connect, the connected mode of glue riveting or glue spiral shell is arranged on rib 210 and the inwall of casing 100.
In the alternative of the present embodiment, the connecting portion 220 and the outside of the casing 100 are fixed by the way of being glued
It is connected.
Specifically, reinforcing plate 200 insertion casing 100 on slotted eye after, connecting portion 220 first with the outer wall of casing 100 it
Between first using be glued by the way of fix, according to the needs of bearing capacity, machine is used between the inwall of casing 100 and rib 210
Tool connection, be glued, the mode of glue riveting or glue spiral shell (be glued and mode connects for screw) Hybrid connections sets angle steel, aluminum corner brace or fiber reinforcement to answer
One kind of condensation material dihedral section bar.The connection greatly improved in this way between connecting portion 220 and casing 100 is reliable
Property, good the shortcomings that avoiding traditional buoyancy tank connecting portion 220 from easily destroying, deform with the wall joint of casing 100 so that company
The intensity of socket part 220 can be fully played, and effectively lift the bearing capacity connected between buoyancy tank.
In the alternative of the present embodiment, the reinforcing plate 200 is by fibre reinforced composites, fiber reinforced light metal
Material or lightweight metal material are made.
Specifically, connecting portion 220 is primarily subjected to the load of draw direction at work, because reinforcing plate 200 uses one piece
The sheet fabrication of completion forms, and both sides connecting portion 220 can be used as an overall cooperation in stress, improve connecting portion
220 bearing capacity；Because reinforcing plate 200 is independently of the structure outside casing 100, can be needed according to bearing capacity from different
Material, different sizes, different quantity is designed, it is proposed that using fiber reinforced composite board (fibre reinforced
Composite, aramid fiber enhancing composite, glass fiber compound material, basalt fibre reinforcing composite material etc.), fiber
Enhancing light-weight metal sheet material prepare (fibre reinforced aluminium alloy, glass fiber reinforcement aluminium alloy, aramid fiber enhancing aluminium alloy,
At least one of basalt fibre enhancing aluminium alloy etc.) or light-weight metal sheet material (aluminium alloy etc.), it both ensure that reinforcing plate 200
Tensile strength, and the not excessive integrally-built weight of increase buoyancy tank.In view of producing the requirement with interchangeability in batches, strengthen
The arrangement of plate 200 is proposed with antisymmetry structure.
Specifically, when connecting portion 220 is made using fiber reinforced composite board, hand paste, pultrusion, preimpregnation can be used
Expect at least one of vacuum solidification, priming by vacuum mode, concrete fiber laying angle can require to carry out according to actual bearer
Design；When connecting portion 220 is made using fiber reinforced light sheet metal, it can use and height is coated on the outside of light-weight metal sheet material
At least one of performance fibers cloth, high-performance fiber silk, prepreg mode, concrete fiber laying angle can be according to actually holding
Requirement is carried to be designed；By making connecting portion 220, energy from fibre reinforced composites, fiber reinforced light metal material
The bearing capacity and anti-fatigue performance of enough connecting portions 220 of lifting well, extend the service life of connecting portion 220.
In the alternative of the present embodiment, casing 100 is axially symmetric structure, facilitates later stage fluting processing and splicing；Casing
100 wall circumferential peripheries are provided with concave shaped structure, and the bonding of connecting portion 220 and the surface of casing 100 is so increased when gluing
Area, improve cohesive reliability；The side that casing 100 is processed using the wall of casing 100, top panel 400, the piecemeal of lower panel 500
Formula, this processing mode are easy to the installation settings of enhanced earhole plate；The position of slotted eye, size, number on the wall of casing 100
Amount, according to the design requirement that bearing capacity and the structural bearing capacity of casing 100 are connected between casing 100, with reference to enhanced earhole plate
Size, quantity are arranged；The wall of casing 100, top panel 400 are made with lower panel 500 using fiberglass drawing and extruding section bar,
It is easy to large-scale production, and cost is relatively low.
In the present embodiment, buoyancy tank has been internally formed the crisscross structure of reinforcing plate 200, adds the section of casing 100
The moment of inertia, so as to improve the rigidity of overall floating box structure, the purpose of the structural bearing capacity of lifting buoyancy tank casing 100 is reached.
Embodiment two
As shown in figure 3, the float structure of the utility model embodiment includes connector 300 and multiple described buoyancy tanks；It is more
Connected between individual described casing 100 by connector 300.
The float structure and Dominant Facies possessed by above-mentioned buoyancy tank are same, in addition, the present embodiment is by improving single buoyancy tank
Bearing capacity and connection reliability, the bearing capacity of whole float structure is effectively improved, passes through connector between multiple casings 100
300 connections, can tie the pontoon bridge or floating platform of the high-bearing capacity for forming large span, dead load is small, and bearing capacity is strong, and connection can
Lean on, wide application space and value are respectively provided with fields such as Traffic Emergency Safeguards, the settings of landscape pier.
Specifically, each structure of the buoyancy tank provided below for the present embodiment explains：
In the alternative of the present embodiment, the connecting portion uses earhole plate, and the connector 300 is latch, described to insert
Pin is inserted into the earhole plate.
It is pointed out that the float structure also includes other structures, but it is disclosed as prior art, herein
Repeat no more.
Finally it should be noted that：Various embodiments above is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the utility model is described in detail with reference to foregoing embodiments, one of ordinary skill in the art should
Understand：It can still modify to the technical scheme described in foregoing embodiments, either to which part or whole
Technical characteristic carries out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly
The scope of each embodiment technical scheme of type.
Claims (9)
1. a kind of buoyancy tank, it is characterised in that including casing and reinforcing plate；
The body side sets grooved hole, and the reinforcing plate is embedded in the slotted eye；
The reinforcing plate includes rib and connecting portion, and the connecting portion is arranged on the end of the rib；
The rib is arranged on the box house, and the connecting portion is arranged on outside the casing.
2. buoyancy tank according to claim 1, it is characterised in that also including top panel and lower panel, the top panel is with
Panel is separately mounted to the top and bottom outside the casing.
3. buoyancy tank according to claim 2, it is characterised in that the side that the casing and top panel, lower panel pass through splicing
Formula is connected, and angle steel, aluminum corner brace or fibre reinforced composites angle section are provided between the casing and the top panel and lower panel,
The angle steel, aluminum corner brace or fibre reinforced composites angle section are by being glued, the connected mode and casing of glue riveting or glue spiral shell hybrid junction,
Top panel or lower panel connection.
4. buoyancy tank according to claim 1, it is characterised in that the rib is answered by angle steel, aluminum corner brace or fiber reinforcement
Condensation material angle section is connected with the cabinet wall.
5. buoyancy tank according to claim 4, it is characterised in that angle is set between the rib and the cabinet wall
Steel, aluminum corner brace or the connection of fibre reinforced composites angle section, the angle steel, aluminum corner brace or fibre reinforced composites angle section difference
It is arranged on by the connected mode of splicing, glue riveting or glue spiral shell hybrid junction on rib and cabinet wall.
6. buoyancy tank according to claim 1, it is characterised in that using the side being glued outside the connecting portion and the casing
Formula is fixedly linked.
7. according to the buoyancy tank described in claim any one of 1-6, it is characterised in that the reinforcing plate is by fiber-reinforced composite material
Material, fiber reinforced light metal material or lightweight metal material are made.
8. a kind of float structure, it is characterised in that including the buoyancy tank described in connector and multiple any one of claim 1-7；
Connected between multiple casings by connector.
9. float structure according to claim 8, it is characterised in that the connecting portion uses earhole plate, the connector
For latch, the latch is inserted into the earhole plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720960858.1U CN207106811U (en) | 2017-08-02 | 2017-08-02 | Buoyancy tank and float structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720960858.1U CN207106811U (en) | 2017-08-02 | 2017-08-02 | Buoyancy tank and float structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207106811U true CN207106811U (en) | 2018-03-16 |
Family
ID=61572476
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720960858.1U Expired - Fee Related CN207106811U (en) | 2017-08-02 | 2017-08-02 | Buoyancy tank and float structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207106811U (en) |
-
2017
- 2017-08-02 CN CN201720960858.1U patent/CN207106811U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107225804A (en) | Marine metal and core filled composite material Hybrid connections structure | |
| CN215451619U (en) | Box, battery package and vehicle | |
| CN207106811U (en) | Buoyancy tank and float structure | |
| CN202673584U (en) | Tower of wind-driven generator | |
| CN206437082U (en) | A kind of novel metalloid composite wallboard of shelter | |
| CN217950579U (en) | Wind-powered electricity generation blade web | |
| CN207190406U (en) | Marine metal and core filled composite material Hybrid connections structure | |
| CN106301160A (en) | A kind of Overwater floating carrier | |
| CN103482019A (en) | Connection structure of composite material superstructure and steel hull | |
| CN206110329U (en) | Rigid support pipe | |
| CN207846810U (en) | A kind of novel ceiling applied on steel construction ceiling framework | |
| CN206765397U (en) | A kind of fiber-reinforced composite deck board | |
| CN212375639U (en) | Multi-axial fiber-reinforced pultruded profile sandwich composite spandrel girder | |
| CN212625830U (en) | Lower box body of light-weight power battery box | |
| CN207003217U (en) | Tied arch pontoon bridge and bridge construction | |
| CN207282568U (en) | A kind of power battery box structure | |
| CN207109547U (en) | Truss element and truss element component | |
| CN203161451U (en) | Modular wind driven generator tower barrel | |
| CN207017138U (en) | Buoyancy tank, float structure and tied arch pontoon bridge | |
| CN202294971U (en) | Light semitrailer longitudinal beam | |
| CN208498599U (en) | A kind of front-end module and its main frame | |
| CN219487967U (en) | Environment-friendly anti-deformation paper gift box | |
| CN203214249U (en) | Plate structure of high-strength light-weight cabin cover for wind power | |
| CN203998728U (en) | Chip jacking stock | |
| CN210035336U (en) | Combined intelligent street lamp |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180316 Termination date: 20190802 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |