CN208216928U - The connection and support construction of tower structure peculiar to vessel - Google Patents
The connection and support construction of tower structure peculiar to vessel Download PDFInfo
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- CN208216928U CN208216928U CN201820553916.3U CN201820553916U CN208216928U CN 208216928 U CN208216928 U CN 208216928U CN 201820553916 U CN201820553916 U CN 201820553916U CN 208216928 U CN208216928 U CN 208216928U
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Abstract
The utility model relates to the connections and support construction of a kind of tower structure peculiar to vessel, including connecting cross beam, support connection bracket, non-supported connection bracket and pillar；Connecting cross beam is welded in the side plate two sides of boxed frame formula structure, including cantilever diaphragm and crossbeam panel, cantilever diaphragm are welded under main deck, and the end of cantilever diaphragm and crossbeam panel is and plate-side plate welding；Support connection bracket and the crossbeam panel of boxed frame formula structure side weld, and lower edge is concordant with the bottom plate of boxed frame formula structure；Non-supported connection bracket and the crossbeam panel of the boxed frame formula structure other side weld, and lower edge is concordant with the bottom plate of boxed frame formula structure；Pillar is set to the point of intersection of boxed frame formula structure base slab and support connection bracket.The utility model can make local stress be evenly distributed, and eliminate stress and concentrate, and realize that tower structure is securely supported with main hull structure, meet related mechanical property requirements and installation, use, maintenance requirement, and rationally utilize space resources.
Description
Technical field
The utility model relates to ship structure design technical fields, and in particular to a kind of connection of tower structure peculiar to vessel and
Support construction.
Background technique
In naval vessel use process, inevitably to be threatened by the attack of antiship weapon.Boxed frame formula structure is needle
Itd is proposed new structure of exploding in anti-warship guided missle cabin is resisted to Ship Structure, to improve structure longitudinal strength, torsion
Residual intensity under intensity and damaged state, improves ship survivability.Tower structure is improving overall strength and torsional strength
Meanwhile it being equally also required to meet the requirement of local strength.Therefore it needs to establish the connection and branch from main hull to tower structure
Support structure makes local stress be evenly distributed, and is that tower structure is securely supported with main hull structure, while connecting support knot
Structure will have preferable construction technology, rationally utilize space resources, beautiful and tidy.
The connection of the boxed frame formula structure of the prior art and support construction are usually company of the crossbeam inside box beam
Connect form, that there are passage spaces is small for this type of attachment, and maintenance is inconvenient, is unfavorable for the disadvantages of inside cable pipeline is walked.
Utility model content
It is a kind of peculiar to vessel the technical problem to be solved by the present invention is in view of the deficiency of the prior art, provide
The connection and support construction of tower structure, it can make local stress at tower structure node be evenly distributed, and eliminate stress collection
In, realize that tower structure is securely supported with main hull structure.
The utility model is technical solution used by solving technical problem set forth above are as follows:
A kind of connection and support construction of tower structure peculiar to vessel, including connecting cross beam, support connection bracket, non-supported company
Connect bracket and pillar；The connecting cross beam is welded in the side plate two sides of boxed frame formula structure, including cantilever diaphragm and crossbeam face
Plate, the cantilever diaphragm are welded under main deck, and the end of the cantilever diaphragm and crossbeam panel is and plate-side plate welding；The branch
Support connection bracket and the crossbeam panel of the boxed frame formula structure side weld, lower edge and the boxed frame formula structure
Bottom plate it is concordant；The non-supported connection bracket and the crossbeam panel of the boxed frame formula structure other side weld, following
Edge is concordant with the bottom plate of the boxed frame formula structure；The pillar is set to boxed frame formula structure base slab and support connection elbow
The point of intersection of plate.
It further include small bracket in above scheme, the small bracket welding is in the pillar and support connection bracket intersection.
In above scheme, there are four the quantity of the small bracket, along being arranged circumferentially for the pillar.
In above scheme, it is described support connection bracket cross sectional shape be it is trapezoidal, plate thickness be 12mm~14mm, upper segment length
For 300~500mm, lower segment length is 150~250mm.
In above scheme, the cross sectional shape of the non-supported connection bracket is triangle, and plate thickness and the support connect
The plate thickness of bracket is identical.
In above scheme, panel is added with enhancing structure intensity on the non-supported connection bracket.
The utility model has the beneficial effects that:
For the concrete form of New Marine tower structure, connection proposed by the present invention and support construction can make part
Stress distribution is uniform, eliminates stress and concentrates, and realizes that tower structure is securely supported with main hull structure.Not only meet related mechanics
Performance requirement and installation, use, maintenance requirement have good construction technology, and rationally utilize space resources, beautiful and tidy.
Detailed description of the invention
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing:
Fig. 1 is the connection of present invention tower structure peculiar to vessel and the schematic cross section of support construction；
Fig. 2 is the connection of present invention tower structure peculiar to vessel and the schematic three dimensional views of support construction.
In figure: 10, connecting cross beam；11, cantilever diaphragm；12, crossbeam panel；20, support connection bracket；30, non-supported company
Connect bracket；40, pillar；50, small bracket；200, boxed frame formula structure；201, side plate；202, bottom plate；203, reinforce flat-bulb steel；
204, diaphragm plate in beam；300, main deck.
Specific embodiment
For a clearer understanding of the technical features, objectives and effects of the utility model, now control attached drawing is detailed
Illustrate specific embodiment of the present utility model.
As shown in Figs. 1-2, novel box tower structure 200 includes that steel plateform and steel reinforce flat-bulb steel 203, side
201 lower part of plate and the welding of bottom plate 202, top and main deck 300 are welded, and diaphragm plate in beam is arranged in boxed frame formula structure 200
204, effectively transmitting transverse load, increase rigidity.Diaphragm plate 204 increases manhole in beam, passes through for maintaining with pipeline electric wire
With.
The connection and support construction of the utility model tower structure peculiar to vessel, including connecting cross beam 10, support connection bracket
20, non-supported connection bracket 30 and pillar 40.Connecting cross beam 10 is welded in 201 two sides of side plate of boxed frame formula structure 200, packet
Cantilever diaphragm 11 and crossbeam panel 12 are included, cantilever diaphragm 11 is welded under main deck 300, cantilever diaphragm 11 and crossbeam panel 12
It is welded with side plate 201 end.Support connection bracket 20 is steel plate, the crossbeam of it and 200 side of boxed frame formula structure
Panel 12 welds, and lower edge is concordant with the bottom plate 202 of boxed frame formula structure 200.Non-supported connection bracket 30 is flat for steel
Plate, the welding of crossbeam panel 12 of it and 200 other side of boxed frame formula structure, lower edge and boxed frame formula structure 200
Bottom plate 202 is concordant.Support connection bracket 20, non-supported connection bracket 30 with crossbeam panel 12 and boxed frame formula structure
200 securely connections drop stress concentration to eliminate structure hard spot.Pillar 40 is support construction, is set to boxed frame formula structure
The point of intersection of 200 bottom plates 202 and support connection bracket 20.
It advanced optimizes, in the present embodiment, support construction further includes small bracket 50, and small bracket 50 is welded in pillar 40 and branch
Support connection 20 intersection of bracket is, it can be achieved that the secured of structure supports and occur without structure hard spot.The quantity of small bracket 50 has four
It is a, along being arranged circumferentially for pillar 40.
Advanced optimize, in the present embodiment, support connection bracket 20 cross sectional shape be it is trapezoidal, according to finite element assess tie
Fruit, selection plate thickness are 12mm~14mm, upper segment length 400mm, lower segment length 200mm, and stress level is lower.
It advanced optimizes, in the present embodiment, the cross sectional shape of non-supported connection bracket 30 is triangle, plate thickness and support
The plate thickness for connecting bracket 20 is identical.
It advanced optimizes, in the present embodiment, adds panel on non-supported connection bracket 30 with enhancing structure intensity.
For the concrete form of New Marine tower structure, connection proposed by the present invention and support construction can make part
Stress distribution is uniform, eliminates stress and concentrates, and realizes that tower structure is securely supported with main hull structure.Not only meet related mechanics
Performance requirement and installation, use, maintenance requirement have good construction technology, and rationally utilize space resources, beautiful and tidy.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
The embodiments of the present invention are described above in conjunction with attached drawing, but the utility model is not limited to
The specific embodiment stated, the above mentioned embodiment is only schematical, rather than restrictive, this field it is common
Technical staff is not departing from the utility model aims and scope of the claimed protection situation under the enlightenment of the utility model
Under, many forms can be also made, these are belonged within the protection of the utility model.
Claims (6)
1. a kind of connection and support construction of tower structure peculiar to vessel, which is characterized in that including connecting cross beam, support connection elbow
Plate, non-supported connection bracket and pillar；The connecting cross beam is welded in the side plate two sides of boxed frame formula structure, including crossbeam abdomen
Plate and crossbeam panel, the cantilever diaphragm are welded under main deck, and the end of the cantilever diaphragm and crossbeam panel is and side plate
Welding；The support connection bracket and the crossbeam panel of the boxed frame formula structure side weld, lower edge and the case
The bottom plate of type tower structure is concordant；The crossbeam panel of non-supported the connection bracket and the boxed frame formula structure other side
Welding, lower edge are concordant with the bottom plate of the boxed frame formula structure；The pillar is set to boxed frame formula structure base slab
With the point of intersection of support connection bracket.
2. the connection and support construction of tower structure peculiar to vessel according to claim 1, which is characterized in that further include small elbow
Plate, the small bracket welding is in the pillar and support connection bracket intersection.
3. the connection and support construction of tower structure peculiar to vessel according to claim 2, which is characterized in that the small bracket
Quantity there are four, along being arranged circumferentially for the pillar.
4. the connection and support construction of tower structure peculiar to vessel according to claim 1, which is characterized in that the support connects
Connect bracket cross sectional shape be it is trapezoidal, plate thickness be 12mm~14mm, upper segment length be 300~500mm, lower segment length be 150~
250mm。
5. the connection and support construction of tower structure peculiar to vessel according to claim 1, which is characterized in that described non-supported
The cross sectional shape for connecting bracket is triangle, and plate thickness is identical as the support connection plate thickness of bracket.
6. the connection and support construction of tower structure peculiar to vessel according to claim 5, which is characterized in that described non-supported
Panel is added on connection bracket with enhancing structure intensity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820553916.3U CN208216928U (en) | 2018-04-18 | 2018-04-18 | The connection and support construction of tower structure peculiar to vessel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820553916.3U CN208216928U (en) | 2018-04-18 | 2018-04-18 | The connection and support construction of tower structure peculiar to vessel |
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| Publication Number | Publication Date |
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| CN208216928U true CN208216928U (en) | 2018-12-11 |
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| CN201820553916.3U Active CN208216928U (en) | 2018-04-18 | 2018-04-18 | The connection and support construction of tower structure peculiar to vessel |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109747786A (en) * | 2018-12-14 | 2019-05-14 | 大连中远海运重工有限公司 | 400 tons of pulling winch support constructions and installation method in ocean engineering cabin |
| CN110450904A (en) * | 2019-08-29 | 2019-11-15 | 广船国际有限公司 | The connection structure of ship crossbeam and siding |
| CN112193368A (en) * | 2019-11-19 | 2021-01-08 | 沪东中华造船(集团)有限公司 | LNG fuel filling ship and arrangement method thereof |
| CN112758281A (en) * | 2020-12-02 | 2021-05-07 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | Novel launching device for large-scale structure and under-deck reinforcing structure |
-
2018
- 2018-04-18 CN CN201820553916.3U patent/CN208216928U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109747786A (en) * | 2018-12-14 | 2019-05-14 | 大连中远海运重工有限公司 | 400 tons of pulling winch support constructions and installation method in ocean engineering cabin |
| CN110450904A (en) * | 2019-08-29 | 2019-11-15 | 广船国际有限公司 | The connection structure of ship crossbeam and siding |
| CN112193368A (en) * | 2019-11-19 | 2021-01-08 | 沪东中华造船(集团)有限公司 | LNG fuel filling ship and arrangement method thereof |
| CN112758281A (en) * | 2020-12-02 | 2021-05-07 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | Novel launching device for large-scale structure and under-deck reinforcing structure |
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