CN109911104A - Ship siding through hole and its open up method and boat segmental building technology - Google Patents

Ship siding through hole and its open up method and boat segmental building technology Download PDF

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Publication number
CN109911104A
CN109911104A CN201910252467.8A CN201910252467A CN109911104A CN 109911104 A CN109911104 A CN 109911104A CN 201910252467 A CN201910252467 A CN 201910252467A CN 109911104 A CN109911104 A CN 109911104A
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China
Prior art keywords
hole
siding
discharge orifice
section
ship
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CN201910252467.8A
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CN109911104B (en
Inventor
闫利文
张猛
李海涛
杨丽娟
王莉莉
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Guangzhou Shipyard International Co Ltd
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Guangzhou Shipyard International Co Ltd
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Abstract

The invention discloses a kind of ship siding through hole and its method and boat segmental building technology are opened up, belongs to shipbuilding technical field.The ship siding through hole include perforation setting pass through hole, connecting hole and discharge orifice, siding upper end, which opens up, to be passed through hole, lower end and opens up discharge orifice, it passes through and opens up connecting hole between hole and discharge orifice along the vertical direction, the top edge and siding top edge interval for passing through hole are arranged, the lower edge of discharge orifice is arranged through the lower edge of siding, and discharge orifice lower end is with siding lower end by connecting to the soft toe structure of the recessed arc in siding two sides.The main function of discharge orifice is flowing water and crosses weldering, and passing through hole can solve fatigue problem of the vertical bone at through hole, and connecting hole can guarantee effective connection area of aggregate and siding, and the final through hole can solve the problems, such as that connection area, fatigue and flowing water cross weldering simultaneously.

Description

Ship siding through hole and its open up method and boat segmental building technology
Technical field
The present invention relates to shipbuilding technical field more particularly to a kind of ship siding through hole and its open up method and ship Oceangoing ship sectional construction technique.
Background technique
In Ship Design, in the liquid tanks such as ballast tank, fresh-water tank, fuel oil tank and oil cargo tank aggregate pass through non-watertight floor or When other strong frames, existing through hole has full benefit plate or half-packaging to mend two kinds of forms of plate.Board-like through hole is mended entirely not to be able to satisfy Flowing water requirement, needs to open a discharge orifice between every grade of vertical bone on floor, and the discharge orifice needs to reach bottom to guarantee not having There is ponding.Half-packaging mends plate, and there are 30 to 50 millimeters of gaps between benefit plate and band plate, it is ensured that flowing water, but this shape Formula is only used for connection area and tired region of less demanding.
Wherein, board-like through hole is mended entirely and although solves the problems, such as connection area and fatigue, but needs additionally to open up big The discharge orifice of amount meets flowing water requirement, and this design has following several defects: first is that heavy workload is cut in blanking;First is that reaching The discharge orifice at bottom causes continuously weld in the position, reduces welding efficiency;First is that being opened between aggregate in obliquity Not in the minimum point of ponding, minimum point will cause a degree of ponding at through hole for discharge orifice present position.Half-packaging is mended Plate through hole can solve flowing water problem, but also have following problems: first is that application range is small, the more demanding position of connection area The form can not be used;First is that tired hot spot is more, fatigue problem position more outstanding can not use the form;First is that mending under plate It holds close with a distance from band plate, there are problems that the constructional difficulties such as welding, polishing, cornerite, construction quality are difficult to ensure.
Therefore, it is urgent to provide one kind can solve the problems, such as that connection area, fatigue and flowing water are crossed in the ship's space of weldering simultaneously Siding through hole and its open up method.
Summary of the invention
The purpose of the present invention is to provide a kind of ship siding through hole and its method and boat segmental building technology are opened up, Connection area requirement, fatigue requirement, flowing water requirement and construction requirement can be met simultaneously.
To achieve the above object, the following technical schemes are provided:
The present invention provides a kind of ship siding through hole, including penetrate through be arranged on siding pass through hole, connecting hole and Discharge orifice, the siding upper end open up it is described pass through hole, lower end opens up the discharge orifice, it is described pass through hole and the discharge orifice it Between open up the connecting hole along the vertical direction, the top edge for passing through hole and siding top edge interval are arranged, the stream The lower edge in water hole is arranged through the lower edge of the siding, and the discharge orifice lower end and the siding lower end are by the wall The soft toe structure of the recessed arc in plate two sides connects.
Further, the discharge orifice is respectively opened up in the lower end two sides of the siding, two discharge orifices are symmetrical It is distributed in the connecting hole two sides.
Further, the length of the long side of the discharge orifice is 2 times of bond length;The long side is parallel to the siding Lower edge.
Further, the toe-end height of the soft toe structure is 15mm.
Further, the discharge orifice is from one section of vertical straight line of the following genesis of the siding, connects one section of semi arch, connects one Section horizontal linear, the pattern that connects one section of semi arch, connect one section of vertical straight line, connecing one section of horizontal linear.
Further, the radius of the discharge orifice circular arc is 25~35mm.
Further, for approximate 3/4ths squares with rounded corners, described pass through is worn described in Kong Weicong in the hole of passing through More hole lower end plays one section of horizontal linear, connects one section of circular arc, connect one section of vertical straight line, connect one section of quarter circular arc, meet a Duan Shui Flat line, the pattern connect one section of circular arc, connect one section of circular arc, connecing one section of horizontal linear.
Further, when aggregate height is less than or equal to 200mm, the arc radius for passing through hole takes 30mm;Aggregate height When being less than or equal to 300mm greater than 200mm, the arc radius for passing through hole takes 35mm;It is described when aggregate height is greater than 300mm The arc radius for passing through hole takes 50mm.
The present invention also provides a kind of method for opening up ship siding through hole described in any of the above-described technical solution, packets Include following steps:
S1, the size for passing through hole lower end discharge orifice is calculated according to liquid tank uninterrupted, discharge orifice size is according to by stream The area that circulation area subtracts other discharge orifices in wall region in the wall region that amount size is determined obtains;
S2, be calculated through through hole aggregate connection area, connection area, that is, wall panel thickness is multiplied by siding and aggregate two Side connection length;
S3, the shear stress of junction is obtained divided by connection area according to the load that aggregate transmits, compares shear stress allowable Can determine whether to meet the requirements, if the requirements are not met and gap less can then be passed through with appropriate adjustment upper end hole height come It covers the shortage;
S4, determine that the concrete shape in hole is passed through in upper end according to the calculated result of S2;
S5, the analysis of finite element fatigue mechanisms is carried out to through hole pattern;
S6, it is required to judge whether through hole meets tired requirement according to the tired time limit of siding, being such as unsatisfactory for requirement can fit When adjustment length of straigh line and circular arc size are until meet the requirements;
S7, the through hole pattern being calculated is applied in hull typical node atlas and other structure charts.
The present invention also provides a kind of boat segmental building technology, include the following steps:
S8, production design setting model software is carried out according to the through hole that method obtains that opens up of above-mentioned ship siding through hole Initialization, determines through hole correlative code and updates related guidance file;
S9, sectional construction technique is determined according to through hole pattern;
S10, production design setting model;
S11, jacking simultaneously issue cutting instruction and drawing;
S12, body section are built.
Compared with prior art, ship siding through hole provided by the invention, the through hole opened up thereon are full benefit templates Formula, in siding lower end through discharge orifice is opened up, the main function of the discharge orifice is flowing water and crosses weldering, and the fatigue type of upper end passes through hole It can solve fatigue problem of the vertical bone at through hole, the connecting hole at middle part can guarantee effective joint face of aggregate and siding Product, finally the through hole can solve the problems, such as that connection area, fatigue and flowing water cross weldering simultaneously, no longer need to do operation bidirectional, and Effect is fine, and water accumulating volume is few.
The present invention also provides a kind of boring method of ship siding through hole, be by the fatigue type through hole of current maturation and Fatigue type discharge orifice is organically combined, and meets intensity requirement, fatigue requirement and requirement by being calculated one Novel through hole reaches connection two purposes of aggregate and flowing water by a through hole.Its design type is simple, integral design Tired hot spot can be effectively reduced, cumbersome benefit plate assembly, welding, cornerite, polishing work are saved, difficulty is built on-site in reduction, In addition the connection area and fatigue strength of aggregate can be guaranteed by mending plate design entirely, convenient for the through hole widespread adoption of the pattern, Be conducive to the unification of full ship through hole pattern.
The present invention also provides a kind of boat segmental building technology.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the ship siding through hole in the embodiment of the present invention.
Appended drawing reference: 100- through hole;101- passes through hole;102- connecting hole;The discharge orifice 103-;The soft toe structure of 104-; 200- siding.
Specific embodiment
To keep the technical problems solved, the adopted technical scheme and the technical effect achieved by the invention clearer, below It will be described in further detail in conjunction with technical solution of the attached drawing to the embodiment of the present invention, it is clear that described embodiment is only It is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, those skilled in the art exist Every other embodiment obtained under the premise of creative work is not made, shall fall within the protection scope of the present invention.
A kind of ship siding through hole is present embodiments provided, suitable for having all kinds of type ships of liquid tank, especially freighter The difficulty of construction through hole site can be effectively reduced in high stress areas, guarantees that continuous welding is realized in the region to the greatest extent, Shorten construction period.The through hole can reduce steel plate cutting, assembly, welding and polishing workload, and then reduce shipbuilding Energy consumption, by taking 50000 tonnes of tanker as an example, it is contemplated that the application can allow every ship to save about 1,000,000 yuan of overall cost.
As shown in Figure 1, the ship siding through hole of the present embodiment, passes through hole 101, connecting hole 102 including perforation setting With discharge orifice 103 (all not having label), 200 upper end of siding opens up and passes through hole 101, lower end opens up discharge orifice 103, passes through 101 He of hole Connecting hole 102 is opened up between discharge orifice 103 along the vertical direction, the top edge and 200 top edge interval of siding for passing through hole 101 are set Set, the lower edge of discharge orifice 103 is arranged through the lower edge of siding 200,103 lower end of discharge orifice and 200 lower end of siding pass through to The soft toe structure 104 of the recessed arc in 200 two sides of siding connects.The main function of discharge orifice 103 is flowing water and crosses weldering, passes through hole 101 Effect be to solve vertical fatigue problem of the bone at through hole 100, connecting hole 102 can guarantee between aggregate and siding 200 Effective connection area, the final through hole 100 can solve the problems, such as that connection area, fatigue and flowing water cross weldering simultaneously.
Specifically, to make aggregate tapping have good fatigue durability, the toe-end height of the soft toe structure 104 of arc is 15mm.A discharge orifice 103 is respectively opened up in the lower end two sides of siding 200, two discharge orifices 103 are symmetrically distributed in connecting hole 102 Two sides.The length of the long side of discharge orifice 103 is 2 times of bond length;Long side is parallel to 200 lower edge of siding.Discharge orifice 103 is From 200 one section of vertical straight line of following genesis of siding, one section of semi arch is connect, one section of horizontal linear is connect, one section of semi arch is connect, connects one section 103 shape of discharge orifice of vertical straight line, the pattern for connecing one section of horizontal linear, symmetrical side is approximate.Wherein, 103 circular arc of discharge orifice Radius be 25~35mm, the radius of 103 circular arc of discharge orifice be can be 25mm, 30mm or 35mm, in the present embodiment, flowing water The radius of 103 circular arc of hole is set as 35mm, so that flowing water is unobstructed and does not cause ponding.Specifically, the big rootlet of discharge orifice 103 It is calculated according to liquid tank uninterrupted.
Optionally, hole 101 is passed through in the present embodiment specifically passes through hole for approximate 3/4ths squares with rounded corners 101 for from passing through 101 lower end of hole one section of horizontal linear, connect one section of circular arc, connect one section of vertical straight line, connect one section of quadrant Arc, the pattern for connecing one section of horizontal linear, connecing one section of circular arc, connect one section of circular arc, connecing one section of horizontal linear.Aggregate height is less than or equal to When 200mm, the arc radius for passing through hole 101 takes 30mm;When aggregate height is greater than 200mm less than or equal to 300mm, hole 101 is passed through Arc radius take 35mm;When aggregate height is greater than 300mm, the arc radius for passing through hole 101 takes 50mm.
What the present embodiment additionally provided a kind of above-mentioned ship siding through hole opens up method, includes the following steps:
S1, the size for passing through 101 lower end discharge orifice 103 of hole, 103 size of discharge orifice are calculated according to liquid tank uninterrupted It is obtained according to the area that circulation area in the wall region determined by uninterrupted subtracts other discharge orifices in wall region;
S2, be calculated through through hole 100 aggregate connection area, 200 thickness of connection area, that is, siding is multiplied by siding 200 With aggregate two sides connection length;
S3, the shear stress of junction is obtained divided by connection area according to the load that aggregate transmits, compares shear stress allowable It can determine whether to meet the requirements, if the requirements are not met and gap can pass through the height in hole 101 then less with appropriate adjustment upper end Degree is to cover the shortage;
S4, determine that the concrete shape in hole 101 is passed through in upper end according to the calculated result of S2;
S5, the analysis of finite element fatigue mechanisms is carried out to 100 pattern of through hole;
S6, it is required to judge whether through hole 100 meets tired requirement according to the tired time limit of siding 200, is such as unsatisfactory for wanting Ask can appropriate adjustment length of straigh line and circular arc size until meeting the requirements;
S7,100 pattern of through hole being calculated is applied in hull typical node atlas and other structure charts.
The present embodiment additionally provides a kind of boat segmental building technology, including above-mentioned S1-S7, further includes:
S8, the 100 pairs of production design setting models of through hole obtained according to the boring method of above-mentioned ship bulkhead plate through hole are soft Part is initialized, and is determined 100 correlative code of through hole and is updated related guidance file;
S9, sectional construction technique is determined according to 100 pattern of through hole;
S10, production design setting model;
S11, jacking simultaneously issue cutting instruction and drawing;
S12, body section are built.
The boring method of ship siding through hole provided in this embodiment is by the fatigue type through hole of current maturation and tired Labor type discharge orifice 103 is organically combined, and meets intensity requirement, fatigue requirement and requirement by being calculated one Novel through hole 100 reaches connection two purposes of aggregate and flowing water by a through hole 100.Its design type is simple, whole Formula design can effectively reduce tired hot spot, save cumbersome benefit plate assembly, welding, cornerite, polishing work, and reduction is built on-site Difficulty, the connection area and fatigue strength of aggregate can be guaranteed by addition mending plate design entirely, convenient for the big model of through hole 100 of the pattern Application is enclosed, the unification of complete 100 pattern of ship through hole is conducive to.
Note that the above is only a better embodiment of the present invention and the applied technical principle.It will be appreciated by those skilled in the art that The invention is not limited to the specific embodiments described herein, be able to carry out for a person skilled in the art it is various it is apparent variation, It readjusts and substitutes without departing from protection scope of the present invention.Therefore, although being carried out by above embodiments to the present invention It is described in further detail, but the present invention is not limited to the above embodiments only, without departing from the inventive concept, also It may include more other equivalent embodiments, and the scope of the invention is determined by the scope of the appended claims.

Claims (10)

1. a kind of ship siding through hole, which is characterized in that pass through hole (101), company including what perforation was arranged on siding (200) Connect hole (102) and discharge orifice (103), siding (200) upper end open up it is described pass through hole (101), lower end opens up the flowing water Hole (103), described pass through between hole (101) and the discharge orifice (103) open up the connecting hole (102), institute along the vertical direction It states the top edge for passing through hole (101) and the siding (200) top edge interval to be arranged, the lower edge of the discharge orifice (103) passes through Wear the lower edge setting of the siding (200), discharge orifice (103) lower end and the siding (200) lower end are by described Siding (200) two sides soft toe structure (104) of recessed arc connects.
2. ship siding through hole according to claim 1, which is characterized in that in the lower end two sides of the siding (200) The discharge orifice (103) is respectively opened up, two discharge orifices (103) are symmetrically distributed in the connecting hole (102) two sides.
3. ship siding through hole according to claim 1, which is characterized in that the length of the long side of the discharge orifice (103) Degree is 2 times of bond length;The long side is parallel to the siding (200) lower edge.
4. ship siding through hole according to claim 1, which is characterized in that the toe-end of the soft toe structure (104) is high Degree is 15mm.
5. ship siding through hole according to claim 1, which is characterized in that the discharge orifice (103) is from the wall The following one section of vertical straight line of genesis of plate (200), connect one section of semi arch, connect one section of horizontal linear, connect one section of semi arch, connect one section it is perpendicular Straight straight line, the pattern for connecing one section of horizontal linear.
6. ship siding through hole according to claim 5, which is characterized in that the radius of discharge orifice (103) circular arc For 25~35mm.
7. ship siding through hole according to claim 1, which is characterized in that described pass through hole (101) are four points approximate Three squares with rounded corners, it is described pass through hole (101) be from it is described pass through hole (101) lower end one section of horizontal linear, connect one Section circular arc connects one section of vertical straight line, connects one section of quarter circular arc, connect one section of horizontal linear, connect one section of circular arc, meet a Duan Yuan Arc, the pattern for connecing one section of horizontal linear.
8. ship siding through hole according to claim 7, which is characterized in that when aggregate height is less than or equal to 200mm, institute It states and passes through the arc radius in hole (101) and take 30mm;It is described to pass through hole when aggregate height is greater than 200mm less than or equal to 300mm (101) arc radius takes 35mm;When aggregate height is greater than 300mm, the arc radius for passing through hole (101) takes 50mm.
9. a kind of open up the method such as the described in any item ship siding through holes of claim 1-8, which is characterized in that including such as Lower step:
S1, the size for passing through hole (101) lower end discharge orifice (103) is calculated according to liquid tank uninterrupted, discharge orifice (103) are big The area that circulation area subtracts other discharge orifices in wall region in the wall region that small basis is determined by uninterrupted obtains;
S2, be calculated through through hole (100) aggregate connection area, connection area, that is, siding (200) thickness is multiplied by siding (200) with aggregate two sides connection length;
S3, the shear stress of junction is obtained divided by connection area according to the load that aggregate transmits, compares shear stress allowable Judge whether to meet the requirements, if the requirements are not met and gap can pass through the height of hole (101) then less with appropriate adjustment upper end To cover the shortage;
S4, determine that the concrete shape of hole (101) is passed through in upper end according to the calculated result of S2;
S5, the analysis of finite element fatigue mechanisms is carried out to through hole (100) pattern;
S6, it is required to judge whether through hole (100) meets tired requirement according to the tired time limit of siding (200), is such as unsatisfactory for wanting Ask can appropriate adjustment length of straigh line and circular arc size until meeting the requirements;
S7, the through hole being calculated (100) pattern is applied in hull typical node atlas and other structure charts.
10. a kind of boat segmental building technology, which comprises the steps of:
S8, ship siding through hole according to claim 9 the through hole (100) that method obtains of opening up production is designed Modeling software is initialized, and is determined through hole (100) correlative code and is updated related guidance file;
S9, sectional construction technique is determined according to through hole (100) pattern;
S10, production design setting model;
S11, jacking simultaneously issue cutting instruction and drawing;
S12, body section are built.
CN201910252467.8A 2019-03-29 2019-03-29 Method for opening through hole of ship wall plate and ship section construction process Active CN109911104B (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113844613A (en) * 2021-09-29 2021-12-28 中船黄埔文冲船舶有限公司 Hull rib plate structure connecting node
CN113998051A (en) * 2021-10-21 2022-02-01 广船国际有限公司 Marine door-shaped pillar and preparation method thereof
CN114537613A (en) * 2022-02-08 2022-05-27 威海海洋职业学院 Ship cabin wall plate perforating template

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1024394A (en) * 1996-07-08 1998-01-27 Nippon Light Metal Co Ltd Panel with vertical rib, connected/joined part of panel with vertical rib, and connected/joined body of panel with vertical rib having its connected/joined part.
CN101372258A (en) * 2008-09-27 2009-02-25 上海江南长兴造船有限责任公司 Method for drawing costal scute in shipbuilding
CN205113633U (en) * 2015-09-17 2016-03-30 上海佳豪船舶工程设计股份有限公司 Ship structural component passes through notched benefit plate structure mutually
CN205327334U (en) * 2015-12-09 2016-06-22 江苏科技大学 Aggregate through hole pass structure of boats and ships bulkhead board
CN106114758A (en) * 2016-08-29 2016-11-16 上海外高桥造船有限公司 A kind of vertical bone through hole structure of band keyhole
CN208085945U (en) * 2018-04-20 2018-11-13 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) Marine hydraulic hold mends panel assembly

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1024394A (en) * 1996-07-08 1998-01-27 Nippon Light Metal Co Ltd Panel with vertical rib, connected/joined part of panel with vertical rib, and connected/joined body of panel with vertical rib having its connected/joined part.
CN101372258A (en) * 2008-09-27 2009-02-25 上海江南长兴造船有限责任公司 Method for drawing costal scute in shipbuilding
CN205113633U (en) * 2015-09-17 2016-03-30 上海佳豪船舶工程设计股份有限公司 Ship structural component passes through notched benefit plate structure mutually
CN205327334U (en) * 2015-12-09 2016-06-22 江苏科技大学 Aggregate through hole pass structure of boats and ships bulkhead board
CN106114758A (en) * 2016-08-29 2016-11-16 上海外高桥造船有限公司 A kind of vertical bone through hole structure of band keyhole
CN208085945U (en) * 2018-04-20 2018-11-13 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) Marine hydraulic hold mends panel assembly

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113844613A (en) * 2021-09-29 2021-12-28 中船黄埔文冲船舶有限公司 Hull rib plate structure connecting node
CN113844613B (en) * 2021-09-29 2024-03-26 中船黄埔文冲船舶有限公司 Hull gusset structure connected node
CN113998051A (en) * 2021-10-21 2022-02-01 广船国际有限公司 Marine door-shaped pillar and preparation method thereof
CN113998051B (en) * 2021-10-21 2023-04-18 广船国际有限公司 Marine door-shaped pillar and preparation method thereof
CN114537613A (en) * 2022-02-08 2022-05-27 威海海洋职业学院 Ship cabin wall plate perforating template
CN114537613B (en) * 2022-02-08 2023-12-08 威海海洋职业学院 Ship cabin wall plate perforating template

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