CN207580089U - Superstructure longitudinal side wall new structure pattern at a kind of replenishment gantry - Google Patents
Superstructure longitudinal side wall new structure pattern at a kind of replenishment gantry Download PDFInfo
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- CN207580089U CN207580089U CN201721342453.8U CN201721342453U CN207580089U CN 207580089 U CN207580089 U CN 207580089U CN 201721342453 U CN201721342453 U CN 201721342453U CN 207580089 U CN207580089 U CN 207580089U
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- side wall
- longitudinal side
- deck
- superstructure
- replenishment
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Abstract
Superstructure longitudinal side wall new structure pattern at a kind of replenishment gantry of the utility model, including：Superstructure deck, superstructure deck deck transverse, longitudinal side wall, the strong stiffener of side wall, main deck and main deck deck transverse；Superstructure longitudinal side wall is mixed matrix form in length and breadth, and longitudinal side wall is equipped with several walings, and longitudinal side wall is equipped with the strong stiffener of side wall with main deck deck transverse intersection；Superstructure deck, superstructure deck deck transverse, longitudinal side wall, the strong stiffener of side wall and main deck form horse leg formula structure type.The utility model solves the problems, such as the effective transition of longitudinal side wall by new structure type, and structural strength and the safety of fatigue strength are ensure that under the premise of replenishment gantry arrangement requirement is met.
Description
Technical field
The utility model is related to superstructures at the technical field of hull structural design more particularly to a kind of replenishment gantry to indulge
To side wall construction.
Background technology
The longitudinal side wall of large-scale tender strength superstructure has nearby been longitudinally arranged multiple replenishment gantries, and longitudinal side wall connects
Continuous property is poor, and the longitudinal side wall at door frame is high stress areas, and also there are alternate stress effects.When being always bent for bearing hull
The longitudinal side wall of the strong superstructure of longitudinal force effect, reduces the concentrated stress of sudden change region for utmostly Shangdi, need to take
Appropriate strengthening measure carries out the compensation of area and the transmission of power.In this case how the structure type of reasonable design, it is right
Facilitate construction, ensure structural strength and the safety of fatigue strength, have great importance.
Utility model content
In view of the above-mentioned problems, the purpose of this utility model is to provide superstructure longitudinal side wall at a kind of replenishment gantry is new
Type structural shape.
To achieve these goals, the technical solution that the utility model is taken is：
Superstructure longitudinal side wall new structure pattern at a kind of replenishment gantry, including：Superstructure deck, superstructure
The strong stiffener of deck deck transverse, longitudinal side wall, side wall, main deck and main deck deck transverse；The superstructure longitudinal side wall
For mixed matrix form in length and breadth, the longitudinal side wall is equipped with several walings, the longitudinal side wall and the main deck
Deck transverse intersection is equipped with the strong stiffener of the side wall；It is the superstructure deck, the superstructure deck deck transverse, described
Longitudinal side wall, the strong stiffener of the side wall and the main deck form horse leg formula structure type.
Superstructure longitudinal side wall new structure pattern at above-mentioned replenishment gantry, wherein, the longitudinal side wall includes position
Bending part in upside and the flat part positioned at downside.
Superstructure longitudinal side wall new structure pattern at above-mentioned replenishment gantry, wherein, the longitudinal section of the bending part
In ">" font, the longitudinal section of the flat part is in " l " font.
Superstructure longitudinal side wall new structure pattern at above-mentioned replenishment gantry, wherein, the main deck deck transverse with
The strong stiffener alignment of side wall.
Superstructure longitudinal side wall new structure pattern at above-mentioned replenishment gantry, wherein, the main deck is equipped with master
Deck reinforcing rib, the main deck reinforcing rib are aligned with the longitudinal side wall.
Superstructure longitudinal side wall new structure pattern at above-mentioned replenishment gantry, wherein, the superstructure deck and
Between the longitudinal side wall, between the superstructure deck deck transverse and the strong stiffener of the side wall, the longitudinal side wall with
It is fixedly connected between the main deck, between the strong stiffener of the side wall and the main deck using two-sided sequential welding.
Superstructure longitudinal side wall new structure pattern at above-mentioned replenishment gantry, wherein, the first of the longitudinal side wall
The region of high stress, the main deck the main deck region of high stress be equipped with thickening part.
Superstructure longitudinal side wall new structure pattern at above-mentioned replenishment gantry, wherein, the longitudinal side wall is equipped with
Three walings.
As a result of above-mentioned technology, the good effect for being allowed to have compared with prior art is the utility model：
(1) the utility model solves the problems, such as the effective transition of longitudinal side wall by new structure type, is fed meeting
Structural strength and the safety of fatigue strength are ensure that under the premise of door frame arrangement requirement.
Description of the drawings
Fig. 1 is that the strong stiffener of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model cuts open
View.
Fig. 2 is that the longitudinal side wall of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model is bowed
View.
Fig. 3 is the side of the longitudinal side wall of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
View.
Fig. 4 be at the replenishment gantry of the utility model the longitudinal side wall of superstructure longitudinal side wall new structure pattern with it is strong
The complete penetraction and fusion in welding schematic diagram of stiffener.
Fig. 5 is the signal of the main deck of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Figure.
Fig. 6 is the another of the longitudinal side wall of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
The side view of one angle.
Fig. 7 is that the strong stiffener of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model shows
It is intended to.
Fig. 8 is the waling of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Sectional view.
Fig. 9 is the superstructure deck of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Schematic diagram.
Attached drawing：1st, longitudinal side wall；11st, bending part；12nd, flat part；2nd, waling；3rd, superstructure deck；4th, it is main
Deck；5th, main deck deck transverse；6th, the strong stiffener of side wall；7th, superstructure deck deck transverse；8th, main deck reinforcing rib；9th, first
The region of high stress；10th, the main deck region of high stress；13rd, second region of high stress；14th, the third region of high stress.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments, but not as the utility model
It limits.
Fig. 1 is that the strong stiffener of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model cuts open
View, Fig. 2 are the vertical view of the longitudinal side wall of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Figure, Fig. 3 are the side view of the longitudinal side wall of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model,
Fig. 4 is the longitudinal side wall of superstructure longitudinal side wall new structure pattern and strong stiffener at the replenishment gantry of the utility model
Complete penetraction and fusion in welding schematic diagram.It refers to shown in Fig. 1 to Fig. 4, shows a kind of preferred embodiment, including：Superstructure deck 3, on
Layer building deck deck transverse 7, longitudinal side wall 1, the strong stiffener 6 of side wall, main deck 4 and main deck deck transverse 5.
Fig. 8 is the waling of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Sectional view.
In addition, as a kind of preferred embodiment, continuing with referring to shown in Fig. 1 and Fig. 8, superstructure longitudinal side wall is vertical
Horizontal mixed matrix form, longitudinal side wall 1 are equipped with several walings 2, ensure that longitudinal side wall 1 has enough stabilizations
Property, longitudinal side wall 1 is equipped with the strong stiffener 6 of side wall with 5 intersection of main deck deck transverse, is conducive to hanging down on superstructure side wall
Main hull deck transverse is passed to power.
Further, as a kind of preferred embodiment, superstructure deck 3, superstructure deck deck transverse 7, longitudinal direction
The strong stiffener 6 of side wall 1, side wall and main deck 4 form horse leg formula structure type, and the arrangement for efficiently solving replenishment gantry will
It asks, while ensure that the Strength Safety of longitudinal side wall structure near replenishment gantry.
It these are only the utility model preferred embodiment, not thereby limit the embodiment and protection of the utility model
Range.
The utility model also has on the basis of the above is implemented as follows mode：
In the further embodiment of the utility model, longitudinal side wall 1 is included positioned at the bending part 11 of upside and positioned at downside
Flat part 12.
In the further embodiment of the utility model, the longitudinal section of bending part 11 in ">" font, the longitudinal section of flat part 12
In " l " font.
In the further embodiment of the utility model, by horizontal superstructure deck 3, in ">" font bending part
11 form the shape of similar horse leg with the flat part 12 in " l " font.Superstructure deck deck transverse 7 and the strong stiffener 6 of side wall
The shape of composition is similar to the shape that superstructure deck 3 and longitudinal side wall 1 are formed, so as to which it is integrally formed horse leg formula structure shape
Formula.
In the further embodiment of the utility model, the stiffener 6 strong with side wall of main deck deck transverse 5 of main deck 4 is aligned.
In the further embodiment of the utility model, main deck 4 be equipped with main deck reinforcing rib 8, main deck reinforcing rib 8 with
Longitudinal side wall 1 is aligned.
Fig. 9 is the superstructure deck of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Schematic diagram.
In the further embodiment of the utility model, continuing with referring to shown in Fig. 1 and Fig. 9, superstructure deck 3 and longitudinal direction
Between side wall 1, between superstructure deck deck transverse 7 and the strong stiffener 6 of side wall, between longitudinal side wall 1 and main deck 4, side wall
It is fixedly connected between stiffener 6 and main deck 4 using two-sided sequential welding by force.
Fig. 5 is the signal of the main deck of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Figure, Fig. 6 are another angle of the longitudinal side wall of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
The side view of degree, Fig. 7 are the strong stiffener of superstructure longitudinal side wall new structure pattern at the replenishment gantry of the utility model
Schematic diagram.
In the further embodiment of the utility model, continuing with referring to shown in Fig. 1, Fig. 5, Fig. 6 and Fig. 7, longitudinal side wall
First region of high stress 9, main deck the main deck region of high stress 10 be equipped with thickening part, first region of high stress 9 is located at longitudinal side wall 1
Fillet at.
In the further embodiment of the utility model, second region of high stress 11 of longitudinal side wall 1 and the third of longitudinal side wall
The region of high stress 12 is welded using complete penetraction and fusion in welding mode, and postwelding polishes smooth, and second region of high stress 11 is located at the angle of longitudinal side wall 1
Portion, the third region of high stress 12 are located at the bending part of longitudinal side wall 1, and the complete penetraction and fusion in welding mode of high stress areas also improves node
Fatigue behaviour.
In the further embodiment of the utility model, longitudinal side wall 1 is equipped with three walings 2.
It these are only the utility model preferred embodiment, not thereby limit the embodiment and protection of the utility model
Range to those skilled in the art, should can appreciate that all with the utility model specification and diagramatic content institute
The equivalent replacement made and obviously change obtained scheme, the scope of protection of the utility model should all be included in
It is interior.
Claims (8)
1. a kind of superstructure longitudinal side wall new structure pattern at replenishment gantry, which is characterized in that including：Superstructure first
Plate, superstructure deck deck transverse, longitudinal side wall, the strong stiffener of side wall, main deck and main deck deck transverse；
The superstructure longitudinal side wall is mixed matrix form in length and breadth, and the longitudinal side wall is equipped with several walings,
The longitudinal side wall is equipped with the strong stiffener of the side wall with the main deck deck transverse intersection；
The superstructure deck, the superstructure deck deck transverse, the longitudinal side wall, the strong stiffener of the side wall and institute
It states main deck and forms horse leg formula structure type.
2. superstructure longitudinal side wall new structure pattern at replenishment gantry according to claim 1, which is characterized in that institute
It states longitudinal side wall and includes the bending part positioned at upside and the flat part positioned at downside.
3. superstructure longitudinal side wall new structure pattern at replenishment gantry according to claim 2, which is characterized in that institute
State the longitudinal section of bending part in ">" font, the longitudinal section of the flat part is in " l " font.
4. superstructure longitudinal side wall new structure pattern at replenishment gantry according to claim 1, which is characterized in that institute
Main deck deck transverse is stated to be aligned with the strong stiffener of the side wall.
5. superstructure longitudinal side wall new structure pattern at replenishment gantry according to claim 1, which is characterized in that institute
Main deck is stated equipped with main deck reinforcing rib, the main deck reinforcing rib is aligned with the longitudinal side wall.
6. superstructure longitudinal side wall new structure pattern at replenishment gantry according to claim 1, which is characterized in that institute
State between superstructure deck and the longitudinal side wall, the superstructure deck deck transverse and the strong stiffener of the side wall it
Between, between the longitudinal side wall and the main deck, two-sided company is used between the strong stiffener of the side wall and the main deck
Continuous weldering is fixedly connected.
7. superstructure longitudinal side wall new structure pattern at replenishment gantry according to claim 1, which is characterized in that institute
The main deck region of high stress of first region of high stress and the main deck for stating longitudinal side wall is equipped with thickening part.
8. superstructure longitudinal side wall new structure pattern at replenishment gantry according to claim 1, which is characterized in that institute
Longitudinal side wall is stated equipped with three walings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721342453.8U CN207580089U (en) | 2017-10-18 | 2017-10-18 | Superstructure longitudinal side wall new structure pattern at a kind of replenishment gantry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721342453.8U CN207580089U (en) | 2017-10-18 | 2017-10-18 | Superstructure longitudinal side wall new structure pattern at a kind of replenishment gantry |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207580089U true CN207580089U (en) | 2018-07-06 |
Family
ID=62727986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721342453.8U Active CN207580089U (en) | 2017-10-18 | 2017-10-18 | Superstructure longitudinal side wall new structure pattern at a kind of replenishment gantry |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207580089U (en) |
-
2017
- 2017-10-18 CN CN201721342453.8U patent/CN207580089U/en active Active
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