CN109677580A - A kind of deck continuous type sail pedestal of sail assisted ship - Google Patents
A kind of deck continuous type sail pedestal of sail assisted ship Download PDFInfo
- Publication number
- CN109677580A CN109677580A CN201811491956.0A CN201811491956A CN109677580A CN 109677580 A CN109677580 A CN 109677580A CN 201811491956 A CN201811491956 A CN 201811491956A CN 109677580 A CN109677580 A CN 109677580A
- Authority
- CN
- China
- Prior art keywords
- pedestal
- sail
- foundation
- face plate
- deck
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63H—MARINE PROPULSION OR STEERING
- B63H9/00—Marine propulsion provided directly by wind power
- B63H9/04—Marine propulsion provided directly by wind power using sails or like wind-catching surfaces
- B63H9/06—Types of sail; Constructional features of sails; Arrangements thereof on vessels
Abstract
A kind of deck continuous type sail pedestal of sail assisted ship, there is cylinder base, the pedestal is vertically fixed above deck, the pedestal top is provided with face plate of foundation, the face plate of foundation prolongs the pedestal and circumferentially forms a circle, the face plate of foundation center of circle is identical as the pedestal center of circle, the face plate of foundation and the pedestal are perpendicular, the face plate of foundation is parallel with baseline, below the face plate of foundation, it is circumferential to prolong the pedestal, angularly, spaced set has multiple inner brackets and outer bracket, the inner bracket is in contact with the pedestal inner tube wall, connection, the outer bracket is in contact with the pedestal outer tube wall, connection, the position of the inner bracket and the outer bracket corresponds, the toe-end of the inner bracket is protruding, the toe-end of the outer bracket is to contract.This invention ensures that sail connection structure intensity, the stress for avoiding sail connection structure is concentrated, and installs, is easy for construction.
Description
Technical field
The present invention relates to sail shipbuilding and sail ship design fields, more specifically, being related to a kind of sail and first
The sail pedestal of plate connecting portion.
Background technique
Application of the wind energy resources on ship is more taken seriously, and existing sail technical field, the deck that can refer to
Type of attachment is less.Existing general base form, as shown in Figure 1, being based on lesser equipment load, base construction designs phase more
To simple.Effect is promoted to obtain bigger wind energy, the weight of sail structure and its wind load of receiving are continuously increased, traditional base
Holder structure form easily generates serious stress in its deep bracket and deck connecting portion and concentrates.The present invention is directed to sail and ship
Type of attachment between body structure is designed, for solving the great horizontal stress between large-tonnage sail and deck connection structure
Problem is of great significance.
Summary of the invention
To solve the above problems, the present invention provides a kind of deck continuous type sail pedestal of sail assisted ship, it is intended to guarantee big ton
The structural strength of position sail and deck connection structure, solves the great horizontal stress of connection structure, used scheme is:
A kind of deck continuous type sail pedestal of sail assisted ship has cylinder base, and the pedestal is vertically fixed above deck,
The pedestal top is provided with face plate of foundation, and the face plate of foundation prolongs the pedestal and circumferentially forms a circle, the face plate of foundation
The center of circle is identical as the pedestal center of circle, and the face plate of foundation and the pedestal are perpendicular, and the face plate of foundation is parallel with baseline,
Below the face plate of foundation, prolong the pedestal it is circumferential, angularly, spaced set have multiple inner brackets and outer bracket, it is described
Inner bracket is in contact with the pedestal inner tube wall, connect, and the outer bracket is in contact with the pedestal outer tube wall, connect, described
The position of inner bracket and the outer bracket corresponds, and the toe-end of the inner bracket is protruding, the toe-end of the outer bracket to
Contract.This structure inside contracted using outer bracket toe-end, avoids that original outer bracket toe-end is overhanging to be generated with deck junction
High stress concentrations；Using the overhanging this structure of inner bracket toe-end, the connection area on inner bracket and deck is increased, and then is increased
The connection area of pedestal and deck, alleviates the stress of pedestal.
The deck versus baseline is arranged in parallel, and the face plate of foundation is parallel with the deck, and the substructure height is
Definite value, the substructure height are H1；The deck versus baseline is obliquely installed, and the face plate of foundation and the deck form and press from both sides
Angle, the substructure height are changing value, and the pedestal maximum height is H1, and the pedestal minimum altitude is H2.Substructure height root
It is determined according to sail pedestal and the interstructural connection type of sail, space requirement, Bolt sizes and bolt operation when being such as bolted
The limitation in space.
The face plate of foundation is divided into interior face plate of foundation and outer frame panel, the length of the interior face plate of foundation by the pedestal
For D1, the length of the outer frame panel is D2.Length D1 >=1/2H1 of the interior face plate of foundation；The outer frame panel
Length 1/3H1≤D2 < 2H1.Face plate of foundation size can be calculated according to the substructure height, according to base seat and top wind
The connection type of sail structure determines the maximum value of D2, when being connected by screw bolts such as the two, can be grasped according to the size and bolt of bolt
The requirement for making space determines D2 maximum value.
The edge lengths that the inner bracket is connected with the face plate of foundation lower surface are a1, the outer bracket and the pedestal
The edge lengths that panel lower surface is connected are a2.The a2=D2-15mm.The face plate of foundation is the circular ring shape face of intermediate hollow
Plate, a1=D1-15mm.The face plate of foundation is the round panel of intermediate solid, 1/3H1≤a1≤H1.Using intermediate hollow
Circular ring type face plate of foundation can reduce whole ship weight, and base interior equipment is facilitated to connect with deck；Using intermediate solid
Round base panel, it is ensured that danger area equipment installation etc. particular/special requirements.The face plate of foundation and top equipment pass through bolt
Connection, is considered as the influence of the arrangement space and operating space of bolt to D1, the round base panel of intermediate solid can be used.When
When structure this using the round base panel of intermediate solid, it can be adopted outside interior face plate of foundation and pedestal touching position 100mm range
Use thin plate.
The deck continuous type sail pedestal of above-mentioned a kind of sail assisted ship, it is preferable that the bottom surface of the inner bracket and deck
It is welded to connect, distance existing for the bottom surface and deck surface of the outer bracket is more than or equal to 25mm.Inner bracket, outer bracket bottom
Specific distance between face and deck surface, with reference to welding process requirement.
The deck continuous type sail pedestal of above-mentioned a kind of sail assisted ship, it is preferable that the inner bracket bottom end is connected with deck
It connects, distance existing for the outer bracket bottom end and deck surface is more than or equal to 25mm.
Sail base construction and Ship Structure are divided into two parts using deck as boundary by deck continuous type structure of the invention,
Construction is facilitated, meanwhile, if having specific demand that need to dismantle sail structure, it is ensured that influenced caused by Ship Structure minimum.
And it ensure that sail connection structure intensity, the stress for avoiding sail connection structure is concentrated, and installs, is easy for construction.
Detailed description of the invention
Fig. 1 is existing deck and sail pedestal connection schematic diagram；
Fig. 2 is the circular ring shape panel construction top view that face plate of foundation of the invention uses intermediate hollow；
Fig. 3 is A-A viewing angle constructions figure in Fig. 2；
Fig. 4 is the round panel structure top view that face plate of foundation of the invention uses intermediate solid；
Fig. 5 is A-A viewing angle constructions figure in Fig. 4；
Wherein: pedestal 1, inner bracket 3, concentrates panel 4, deck 5 at outer bracket 2.
Specific embodiment
Embodiment 1
As shown in Figure 2,3, a kind of deck continuous type sail pedestal of sail assisted ship, cylinder base are vertically fixed on deck
On, deck versus baseline is obliquely installed, and pedestal top is provided with face plate of foundation, and face plate of foundation prolongs pedestal and circumferentially forms a circle,
Face plate of foundation intermediate hollow, the face plate of foundation center of circle is identical as the pedestal center of circle, and face plate of foundation is perpendicular with pedestal, face plate of foundation and base
Line is parallel.
Below face plate of foundation, prolong pedestal it is circumferential, angularly, spaced set have 12 inner brackets and outer bracket, interior elbow
Plate is in contact with pedestal inner tube wall, connect, and outer bracket is in contact with pedestal outer tube wall, connect, the position of inner bracket and outer bracket
It corresponds, the toe-end of inner bracket is protruding, and the toe-end of outer bracket is to contract.Inner bracket bottom end is connected with deck, outside
There are distances with deck for bracket bottom end.
Face plate of foundation is divided into interior face plate of foundation and outer frame panel, interior face plate of foundation length D1=550mm, outer base by pedestal
Seat panel length D2=500mm, the centre-height of pedestal is 1000mm, pedestal maximum height H1=1100mm, inner bracket and base
The edge lengths a1=535mm that seat surface plate lower surface is connected, the edge lengths a3=920mm that inner bracket is connected with deck, outer elbow
The edge lengths a2=485mm that plate is in contact with face plate of foundation lower surface.The distance between outer bracket bottom end and deck are 30mm.It is interior
70 ° of angles of the overhanging formation of bracket toe-end.
Embodiment 2
As shown in Figure 4,5, a kind of deck continuous type sail pedestal of sail assisted ship, cylinder base are vertically fixed on deck
On, deck versus baseline is arranged in parallel, and pedestal top is provided with face plate of foundation, and face plate of foundation prolongs pedestal and circumferentially forms a circle,
Face plate of foundation intermediate solid, face plate of foundation are the round panels of intermediate solid, and the face plate of foundation center of circle is identical as the pedestal center of circle, pedestal
Panel is perpendicular with pedestal, and face plate of foundation is parallel with baseline.The center of face plate of foundation uses thin plate.
Below face plate of foundation, prolong pedestal it is circumferential, angularly, spaced set have 8 inner brackets and outer bracket, inner bracket
It is in contact, connect with pedestal inner tube wall, outer bracket is in contact with pedestal outer tube wall, connect, the position one of inner bracket and outer bracket
One is corresponding, and the toe-end of inner bracket is protruding, and the toe-end of outer bracket is to contract.Inner bracket bottom end is connected with deck, outer elbow
There are distances with deck at board bottom end.
Face plate of foundation is divided into interior face plate of foundation and outer frame panel by pedestal, interior face plate of foundation length D1=1600mm, outside
Face plate of foundation length D2=480mm, the height of pedestal are 800mm, the edge lengths that inner bracket is connected with face plate of foundation lower surface
A1=500mm, the edge lengths a3=500mm that inner bracket is connected with deck, outer bracket are in contact with face plate of foundation lower surface
Edge lengths a2=465mm.The distance between outer bracket bottom end and deck are 25mm.90 ° of angles of the overhanging formation of inner bracket toe-end.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Also it is not limited to the connection of sail structure and hull, that is, is equally applicable to any big, heavy equipment and Ship Structure connection.Appoint
What those familiar with the art within the technical scope of the present disclosure, according to the technique and scheme of the present invention and its sends out
Bright design is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (10)
1. a kind of deck continuous type sail pedestal of sail assisted ship, it is characterised in that: have cylinder base (1), the pedestal is vertical
It is fixed on deck (5), the pedestal top is provided with face plate of foundation (4), and the face plate of foundation prolongs the pedestal and circumferentially formed
One circle, the face plate of foundation center of circle is identical as the pedestal center of circle, and the face plate of foundation and the pedestal are perpendicular, the base
Seat surface plate is parallel with baseline, below the face plate of foundation, prolong the pedestal it is circumferential, angularly, spaced set have it is multiple
Inner bracket (3) and outer bracket (2), the inner bracket are in contact with the pedestal inner tube wall, connect, the outer bracket and the bottom
Seat outer tube wall is in contact, connects, and the position of the inner bracket and the outer bracket corresponds, and the toe-end of the inner bracket is outside
It stretches out, the toe-end of the outer bracket is to contract.
2. a kind of deck continuous type sail pedestal of sail assisted ship as described in claim 1, it is characterised in that: the deck is opposite
Baseline is arranged in parallel, and the face plate of foundation is parallel with the deck, and the substructure height is definite value, and the substructure height is
H1；The deck versus baseline is obliquely installed, and the face plate of foundation and the deck form angle, and the substructure height is variation
Value, the pedestal maximum height are H1, and the pedestal minimum altitude is H2.
3. a kind of deck continuous type sail pedestal of sail assisted ship as described in claim 1, it is characterised in that: the pedestal is by institute
It states face plate of foundation and is divided into interior face plate of foundation and outer frame panel, the length of the interior face plate of foundation is D1, the outer frame panel
Length be D2.
4. a kind of deck continuous type sail pedestal of sail assisted ship as claimed in claim 2 or claim 3, it is characterised in that: the interior base
Length D1 >=1/2H1 of seat surface plate；Length 1/3H1≤D2 < 2H1 of the outer frame panel.
5. a kind of deck continuous type sail pedestal of sail assisted ship as described in claim 1, it is characterised in that: the inner bracket with
The edge lengths that the face plate of foundation lower surface is connected are a1, the side that the outer bracket is connected with the face plate of foundation lower surface
Length is a2.
6. a kind of deck continuous type sail pedestal of sail assisted ship as claimed in claim 3 or 5, it is characterised in that: the a2=
D2-15mm。
7. a kind of deck continuous type sail pedestal of sail assisted ship as claimed in claim 3 or 5, it is characterised in that: the pedestal
Panel is the circular ring shape panel of intermediate hollow, a1=D1-15mm.
8. a kind of deck continuous type sail pedestal of sail assisted ship as described in claim 2 or 5, it is characterised in that: the pedestal
Panel is the round panel of intermediate solid, 1/3H1≤a1≤H1.
9. a kind of deck continuous type sail pedestal of sail assisted ship as described in claim 1, it is characterised in that: the inner bracket bottom
End is welded to connect with deck, and distance existing for the outer bracket bottom end and deck surface is more than or equal to 25mm.
10. a kind of deck continuous type sail pedestal of sail assisted ship as described in claim 1, it is characterised in that: inner bracket toe-end
The angular range of overhanging formation is 45 °~90 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811491956.0A CN109677580B (en) | 2018-12-07 | 2018-12-07 | Deck continuous type sail base of sail boat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811491956.0A CN109677580B (en) | 2018-12-07 | 2018-12-07 | Deck continuous type sail base of sail boat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109677580A true CN109677580A (en) | 2019-04-26 |
| CN109677580B CN109677580B (en) | 2020-12-01 |
Family
ID=66186495
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811491956.0A Active CN109677580B (en) | 2018-12-07 | 2018-12-07 | Deck continuous type sail base of sail boat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109677580B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5197401A (en) * | 1991-09-04 | 1993-03-30 | Warren Finley | Rotating ring mast sailing vessel and a method of vessel operation |
| US7637221B1 (en) * | 2009-02-27 | 2009-12-29 | Sinden Frank W | Sailboat |
| CN104908914A (en) * | 2015-05-18 | 2015-09-16 | 中国船舶重工集团公司第七○二研究所 | Wind wing mounting base |
| CN107344608A (en) * | 2017-06-26 | 2017-11-14 | 广州航海学院 | A kind of portable solar wind sail |
| CN108347012A (en) * | 2018-04-11 | 2018-07-31 | 大连船舶重工集团舵轴有限公司 | Sail cable-laying gear |
-
2018
- 2018-12-07 CN CN201811491956.0A patent/CN109677580B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5197401A (en) * | 1991-09-04 | 1993-03-30 | Warren Finley | Rotating ring mast sailing vessel and a method of vessel operation |
| US7637221B1 (en) * | 2009-02-27 | 2009-12-29 | Sinden Frank W | Sailboat |
| CN104908914A (en) * | 2015-05-18 | 2015-09-16 | 中国船舶重工集团公司第七○二研究所 | Wind wing mounting base |
| CN107344608A (en) * | 2017-06-26 | 2017-11-14 | 广州航海学院 | A kind of portable solar wind sail |
| CN108347012A (en) * | 2018-04-11 | 2018-07-31 | 大连船舶重工集团舵轴有限公司 | Sail cable-laying gear |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109677580B (en) | 2020-12-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105805112A (en) | Universal joint device for rod piece space structure connection | |
| CN106592847A (en) | Adjustable skeleton frame device of airport terminal building large span truss roof ceiling | |
| CN103243905B (en) | A kind of reducing arc formwork | |
| CN104047385A (en) | Open-type stone curtain wall connecting device | |
| CN205178951U (en) | A support for solar panel | |
| CN109677580A (en) | A kind of deck continuous type sail pedestal of sail assisted ship | |
| CN203878824U (en) | Open stone curtain wall connecting device | |
| CN110053735B (en) | Scaffold erecting method for large LNG bilge ballast tank area | |
| CN104466709A (en) | Switch cabinet body made of G sectional materials with 45-degree wing angles | |
| CN215829625U (en) | Node that strength nature concrete column and girder steel are connected | |
| CN207597874U (en) | A kind of reinforcing aluminum alloy mould plate is to top support | |
| CN207342264U (en) | For concentrator cover board and there is its concentrator | |
| CN209854937U (en) | Modular assembly type building structure capable of being spliced | |
| CN209398928U (en) | A kind of fixed bracket of pump line attached wall | |
| CN106168386A (en) | Panel radiator ground bracket | |
| CN209194725U (en) | A kind of construction steel structure and connecting structure of wall | |
| CN206829751U (en) | A kind of energy-saving structure steel pipe pole | |
| CN206360186U (en) | The adjustable steel frame device of airport building large span grid roof suspended ceiling | |
| CN109610638A (en) | A kind of beam column of steel structure oblique pull supporting mechanism | |
| CN217500906U (en) | Universal flange plate capable of adjusting flatness of multiple aluminum plates | |
| CN204081305U (en) | Greenhouse gutter tank | |
| CN218845471U (en) | Auxiliary device for overhauling large vertical water pump | |
| CN214989748U (en) | Height limiter mounted position adjustable base | |
| CN217576584U (en) | Underground valve well heat preservation manhole and device | |
| CN202022649U (en) | Hoisting platform for direct current converter valves |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |