CN109334858A - A kind of method that ship superstructure is built - Google Patents

A kind of method that ship superstructure is built Download PDF

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Publication number
CN109334858A
CN109334858A CN201811033073.5A CN201811033073A CN109334858A CN 109334858 A CN109334858 A CN 109334858A CN 201811033073 A CN201811033073 A CN 201811033073A CN 109334858 A CN109334858 A CN 109334858A
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China
Prior art keywords
deck
crewman
navigation
ceiling
pillar
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CN201811033073.5A
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CN109334858B (en
Inventor
朱双宜
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China Gezhouba Group Machinery and Ship Co Ltd
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China Gezhouba Group Machinery and Ship Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B71/00Designing vessels; Predicting their performance
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B15/00Superstructures, deckhouses, wheelhouses or the like; Arrangements or adaptations of masts or spars, e.g. bowsprits

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

A kind of method that ship superstructure is built, method includes the following steps: step 1: the construction of upper deck layer;Step 2: the construction of crewman's deck layer;Step 3: the construction of navigation deck layer;Step 4: the construction of ceiling deck layer, i.e. completion ship superstructure are built.The problem of method that a kind of ship superstructure provided by the invention is built, can solve low efficiency, require deformation high, not easy to control to lifting equipment, construction procedure is simple and easy, reduces the correction work amount built in building course, reduces production cost.

Description

A kind of method that ship superstructure is built
Technical field
The present invention relates to field of shipbuilding, especially a kind of method of ship superstructure construction.
Background technique
Ship superstructure (referred to as " above building ") is the life residential area of crewman, above build segmentation wall, deck it is smooth Degree and overall beautiful seem increasingly important.It is built on ship since plate is relatively thin, structure is less, and the size being segmented is larger, By blanking, the assembly for jigsaw, being segmented, closing up four-stage, welding and transhipment, therefore it is relatively easy to be deformed.It is built on existing The method that method of construction generallys use sectional construction, i.e. upper deck, deck girder, crossbeam and wall and its other components are in vehicle Between build be known as one segmentation, then four segmentation building berth carry out general assembly, the above method inevitably carry out segmentation turn Fortune and lifting, above build that structure is very fragile, and wall and deck lack enough intensity, it is easy to change is generated during handling Shape.To take the mode of sectional construction, it is necessary to which, in the upper additional a large amount of interim strengthening measure of increase of segmentation, such reinforcement is necessary Having enough specifications to carry out proof strength and forming a complete frame structure just can guarantee the rigidity of handling and turn, significantly Workload is increased, and the waste of auxiliary material is consumed very big.
In addition building berth method of construction in bulk can be also taken, i.e., by wall, deck girder, deck deck transverse, deck cross member, elbow Assembled, welding directly is carried out in building berth after all structure blankings such as plate;Due to building berth work faciostenosis, construction work is difficult to sprawl It opens, efficiency of construction is low;Since arrangement usually relies on large-scale lifting door machine, limited amount, it is difficult to meet large area construction in bulk Lifting demand;Malformation is also difficult to control.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of methods that ship superstructure is built, and can solve efficiency It is low, high, easily-deformable problem is required to lifting equipment, construction procedure is simple and easy, reduces the correction built in building course Workload reduces production cost.
In order to solve the above technical problems, the technical scheme adopted by the invention is that: a kind of side that ship superstructure is built Method, method includes the following steps:
Step 1: the construction of upper deck layer;
Step 2: the construction of crewman's deck layer;
Step 3: the construction of navigation deck layer;
Step 4: the construction of ceiling deck layer, i.e. completion ship superstructure are built.
In step 1, upper deck is erect into the wall position line, upper deck stringers and the upper deck deck transverse position line, upper deck Shore position line crosses on tail raised deck, makes marks;Upper deck stringers and the assembling of upper deck deck transverse are combined into upper deck General frame;Upper deck pillar is installed on tail raised deck and upper deck erects wall;Piecewise by upper deck general frame It is located on upper deck pillar and is welded and fixed;Upper deck beam is installed again;The plate of upper deck is laid in upper deck entirety On frame, the welding of each section is carried out, completes the construction of upper deck layer;
In step 2, the wall position line, crewman's deck girder and the crewman deck deck transverse position line, crewman are erect into crewman deck The deck pillar position line crosses on upper deck, makes marks;Crewman's deck girder and the assembling of crewman deck deck transverse are combined into ship Member deck general frame;Crewman's deck pillar is installed on upper deck and wall is erect on crewman deck;Piecewise by crewman deck General frame is located on crewman's deck pillar and is welded and fixed;Crewman's deck cross member is installed again;Crewman deck plate is tiled On upper deck general frame, the welding of each section is carried out, completes the construction of crewman's deck layer;
In step 3, navigation deck is erect into the wall position line, navigation deck stringers and the navigation deck deck transverse position line, is driven The deck pillar position line in crewman's first lining out, make marks;Navigation deck stringers and the assembling of navigation deck deck transverse are combined into Navigation deck general frame;Navigation deck pillar is installed on crewman deck and navigation deck erects wall;It will drive piecewise Deck general frame is located on navigation deck pillar and is welded and fixed;Navigation deck crossbeam is installed again;By navigation deck plate It is laid in navigation deck general frame, carries out the welding of each section, completes the construction of navigation deck layer;
In step 4, the wall position line, ceiling deck girder and the ceiling deck deck transverse position line, ceiling are erect into ceiling deck The deck pillar position line crosses on navigation deck, makes marks;Ceiling deck girder and the assembling of ceiling deck deck transverse are combined into Ceiling deck general frame;Ceiling deck pillar is installed on navigation deck and wall is erect on ceiling deck;Piecewise by ceiling Deck general frame is located on ceiling deck pillar and is welded and fixed;Ceiling deck cross member is installed again;By ceiling deck plate It is laid in ceiling deck general frame, carries out the welding of each section, completes the construction of navigation deck layer.
Upper deck pillar is made of upper deck pillar body and upper deck prop body, and upper deck prop body is arranged in Upper deck pillar body both ends and neutral position, to assist upper deck general frame to be properly positioned;
Crewman's deck pillar is made of crewman's deck pillar body and crewman deck prop body, crewman deck prop body cloth It sets in crewman deck pillar body both ends and neutral position, to assist crewman deck general frame to be properly positioned;
Navigation deck pillar is made of navigation deck Body of pillar and crewman deck prop body, crewman deck prop body cloth It sets in navigation deck Body of pillar both ends and neutral position, to assist navigation deck general frame to be properly positioned;
Ceiling deck pillar is made of ceiling deck pillar body and ceiling deck prop body, ceiling deck prop body cloth It sets in ceiling deck pillar body both ends and neutral position, to assist ceiling deck general frame to be properly positioned.
Upper deck erects wall, wall is erect on crewman deck, navigation deck erects wall and ceiling deck setting wall is equal The wall body of multiple parallel groove bodies is provided with for surface.
The welding method of each section in step 1- step 4 are as follows: first welding jigsaw plate stitch, subsequently welded armor crossbeam with Weld seam between wall and corresponding deck welded armor deck transverse, deck girder and is erect later in corresponding deck.
The method that a kind of ship superstructure provided by the invention is built, by deck cross member and deck girder in workshop The problem of it is low that assembling solves efficiency of construction in bulk, requires deformation high, not easy to control to lifting equipment, construction procedure is simply easy Row, reduces the correction work amount built in building course, reduces production cost;Upper deck erects wall, crewman deck is erected It is the wall body that surface is provided with multiple parallel groove bodies that vertical wall, navigation deck, which erect wall and erect wall with ceiling deck, Instead of traditional framed plate structure, welding engineering amount is reduced, and then avoids the welding deformation generated by welding.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples:
Fig. 1 is the top view of upper deck layer of the present invention;
Fig. 2 is the sectional view along A-A of Fig. 1 of the present invention;
Fig. 3 is the B-B direction cross-sectional view of Fig. 1 of the present invention;
Fig. 4 is the top view of crewman's deck layer of the present invention;
Fig. 5 is the C-C of Fig. 4 of the present invention to cross-sectional view;
Fig. 6 is the C ˊ-C ˊ of Fig. 4 of the present invention to cross-sectional view;
Fig. 7 is the top view of navigation deck layer of the present invention;
Fig. 8 is the D-D of Fig. 7 of the present invention to cross-sectional view;
Fig. 9 is the D ˊ-D ˊ of Fig. 7 of the present invention to cross-sectional view;
Figure 10 is the top view of ceiling deck layer of the present invention;
Figure 11 is the E-E of Figure 10 of the present invention to cross-sectional view;
Figure 12 is the E ˊ-E ˊ of Figure 10 of the present invention to cross-sectional view;
Figure 13 is the schematic diagram for the wall body that the surface that the present invention uses is provided with multiple parallel groove bodies;
Figure 14 is the F-F of Figure 13 of the present invention to cross-sectional view;
Figure 15 is the schematic diagram that the present invention builds the ship superstructure completed.
Specific embodiment
A kind of method that ship superstructure is built, method includes the following steps:
Step 1: the construction of upper deck layer;
Step 2: the construction of crewman's deck layer;
Step 3: the construction of navigation deck layer;
Step 4: the construction of ceiling deck layer, i.e. completion ship superstructure are built, and build the ship superstructure of completion as schemed Shown in 15.
In step 1, upper deck is erect into 6 position line of wall, upper deck stringers 7 and 8 position line of upper deck deck transverse, upper first Plate shore position line crosses on tail raised deck 1, makes marks;Upper deck stringers 7 and the assembling of upper deck deck transverse 8 are combined into Deck general frame;Upper deck pillar is installed on tail raised deck 1 and upper deck erects wall 6;It is piecewise that upper deck is whole Body frame is located on upper deck pillar and is welded and fixed;Upper deck beam 9 is installed again;The plate of upper deck 2 is laid in On the general frame of deck, the welding of each section is carried out, completes the construction of upper deck layer;
Upper deck pillar is made of upper deck pillar body 10 and upper deck prop body, and upper deck prop body is arranged in 10 both ends of deck pillar body and neutral position, to assist upper deck general frame to be properly positioned.
Detailed step are as follows:
Step 1-1: upper deck is erect into 6 position line of wall, upper deck stringers 7 and 8 position line of upper deck deck transverse, upper deck branch The column position line crosses on tail raised deck 1, makes marks;
Step 1-2: being combined into upper deck general frame for upper deck stringers 7 and the assembling of upper deck deck transverse 8, according to structure size and Traffic condition, upper deck general frame first carry out erection welding on the platform of workshop, it is to be installed to be then transported to building berth;
Step 1-3: scribing position positioning welding, upper deck branch installation upper deck pillar body 10 and upper deck prop body: are pressed Cylinder 10 and upper deck prop body are suitable for reading there are 20mm or so surplus, after welding equipment is complete by pillar theoretical level measurement scribing line, Cutting;
Step 1-4: installation upper deck erects wall 6: by surface be provided with the wall bodies of multiple parallel groove bodies in shop-fabricated, draw Wire cutting is made upper deck and erects wall 6, carries out building berth lifting after the completion and erects work, lifting must be prevented from upper deck setting and enclose Wall 6 deforms, it should be noted that guarantees verticality;
Step 1-5: upper deck general frame the lifting positioning of upper deck general frame: is located in upper deck prop body piecewise It goes up and is welded and fixed;
Step 1-6: the angle steel of upper deck beam 9: being passed through the angle steel through hole of upper deck stringers 7 by installation upper deck beam 9, on The angle steel of deck cross member 9 is welded with the fillet weld of upper deck stringers 7, and (angle steel one side is bonded with stringers web, and upper deck is horizontal The angle steel of beam 9 after 2 plate of upper deck is completed, welded by the fillet weld that angle steel and 2 plate of upper deck are formed);
Step 1-7: the plate bed board welding of upper deck 2: the plate of straight upper deck 2 is laid on upper deck general frame It is welded;Weld the jigsaw plate stitch between each plate first, by intermediate left and right welding forwards, backwards, make upper deck 2 around from Welding stress is discharged by ground.Then welding upper deck beam 9 and 2 plate of upper deck, upper deck beam 9 and 2 plate of upper deck it Between welding capacity it is maximum, welded from centre to both sides, have the function that offset part stress using even numbers welder welding simultaneously, Stress can also be made freely to discharge to two sides;Upper deck deck transverse 8 is welded again, and upper deck stringers 7 and upper deck erect wall 6 With the weld seam of 2 plate of upper deck, symmetrical welding completes the construction of upper deck layer, as shown in Figure 1-Figure 3.
In step 2,11 position line of wall, crewman's deck girder 12 and crewman deck deck transverse 13 are erect into crewman deck Set line, crewman's deck pillar position line crosses on upper deck 2, makes marks;Crewman's deck girder 12 and crewman deck is tyrannical The assembling of beam 13 is combined into crewman deck general frame;Crewman's deck pillar is installed on upper deck 2 and wall is erect on crewman deck 11;Crewman deck general frame is located on crewman's deck pillar and is welded and fixed piecewise;Crewman's deck cross member 23 is installed again; 3 plate of crewman deck is laid on upper deck general frame, the welding of each section is carried out, completes the construction of crewman's deck layer;
Crewman's deck pillar is made of crewman's deck pillar body 26 and crewman deck prop body, crewman deck prop body It is arranged in 26 both ends of crewman's deck pillar body and neutral position, to assist crewman deck general frame to be properly positioned.
Detailed step are as follows:
Step 2-1: 11 position line of wall, crewman's deck girder 12 and 13 position of crewman deck deck transverse are erect into crewman deck Line, crewman's deck pillar position line cross on upper deck 2, make marks;
Step 2-2: crewman's deck girder 12 and the assembling of crewman deck deck transverse 13 are combined into crewman deck general frame, according to knot Structure size and traffic condition, crewman deck general frame first carry out erection welding on the platform of workshop, are then transported to building berth and wait for Dress;
Step 2-3: scribing position positioning welding, crewman installation crewman's deck pillar body 26 and crewman deck prop body: are pressed Deck pillar body 26 and crewman deck prop body are suitable for reading there are 20mm or so surplus, press pillar theoretical level after welding equipment is complete and survey Amount scribing line, cutting;
Step 2-4: erect wall 11 in installation crewman deck: the wall body that surface is provided with multiple parallel groove bodies is pre- in workshop System, scribing line are cut into crewman deck and erect wall 11, carry out building berth lifting after the completion and erect work, lifting must be prevented from crewman It erects wall 11 and deforms in deck, it should be noted that guarantee verticality;
Step 2-5: it is interim that crewman deck general frame the lifting positioning of crewman deck general frame: is located in crewman deck piecewise On Body of pillar and it is welded and fixed;
Step 2-6: the angle steel of crewman's deck cross member 23 installation crewman's deck cross member 23: is passed through to the angle steel of crewman's deck girder 12 Through hole, the angle steel of crewman's deck cross member 23 and the fillet weld of crewman's deck girder 12 are welded (angle steel one side and stringers abdomen Plate fitting, the angle steel of crewman's deck cross member 23 is after 3 plate of crewman deck is completed, the angle of angle steel and the formation of 3 plate of crewman deck Weld seam is welded);
Step 2-7: the plate on straight crewman deck 3 the plate bed board welding on crewman deck 3: is laid in crewman deck entirety It is welded on frame;The jigsaw plate stitch between each plate is welded first, by intermediate left and right welding forwards, backwards, makes crewman deck 3 Welding stress is freely discharged around.Then welding crewman's deck cross member 23 and 3 plate of crewman deck, crewman's deck cross member 23 Welding capacity between 3 plate of crewman deck is maximum, is welded from centre to both sides, reached using even numbers welder welding simultaneously to Disappear the effect of part stress, and stress can also be made freely to discharge to two sides;Crewman deck deck transverse 13 is welded again, and crewman deck is vertical The weld seam of wall 11 and 3 plate of crewman deck is erect on purlin 12 and crewman deck, symmetrical welding completes building for crewman's deck layer It makes, as shown in Figure 4-Figure 6.
In step 3, by navigation deck setting 15 position line of wall, navigation deck stringers 16 and navigation deck deck transverse 14 Set line, navigation deck shore position line crosses on crewman deck 3, makes marks;Navigation deck stringers 16 and navigation deck is strong The assembling of crossbeam 14 is combined into navigation deck general frame;Navigation deck pillar is installed on crewman deck 3 and navigation deck is erect Wall 15;Navigation deck general frame is located on navigation deck pillar and is welded and fixed piecewise;Navigation deck cross is installed again Beam 24;4 plate of navigation deck is laid in navigation deck general frame, carries out the welding of each section, completes navigation deck layer It builds;
Navigation deck pillar is made of navigation deck Body of pillar 17 and crewman deck prop body, crewman deck prop body It is arranged in 17 both ends of navigation deck Body of pillar and neutral position, to assist navigation deck general frame to be properly positioned.
Detailed step are as follows:
Step 3-1: navigation deck is erect into 15 position line of wall, navigation deck stringers 16 and 14 position of navigation deck deck transverse Line, navigation deck shore position line cross on crewman deck 3, make marks;
Step 3-2: navigation deck stringers 16 and the assembling of navigation deck deck transverse 14 are combined into navigation deck general frame, according to knot Structure size and traffic condition, navigation deck general frame first carry out erection welding on the platform of workshop, are then transported to building berth and wait for Dress;
Step 3-3: installation navigation deck Body of pillar 17 and navigation deck prop body: pressing scribing position positioning welding, drives Deck pillar body 17 and navigation deck prop body are suitable for reading there are 20mm or so surplus, press pillar theoretical level after welding equipment is complete and survey Amount scribing line, cutting;
Step 3-4: installation navigation deck erects wall 15: the wall body that surface is provided with multiple parallel groove bodies is pre- in workshop System, scribing line are cut into navigation deck and erect wall 15, carry out building berth lifting after the completion and erect work, lifting must be prevented from driving It erects wall 15 and deforms in deck, it should be noted that guarantee verticality;
Step 3-5: it is interim that navigation deck general frame the lifting positioning of navigation deck general frame: is located in navigation deck piecewise On Body of pillar and it is welded and fixed;
Step 3-6: the angle steel of navigation deck crossbeam 24 installation navigation deck crossbeam 24: is passed through to the angle steel of navigation deck stringers 16 Through hole, the angle steel of navigation deck crossbeam 24 and the fillet weld of navigation deck stringers 16 are welded (angle steel one side and stringers abdomen Plate fitting, the angle steel of navigation deck crossbeam 24 is after 4 plate of navigation deck is completed, the angle of angle steel and the formation of 4 plate of navigation deck Weld seam is welded);
Step 3-7: the plate of straight navigation deck 4 the plate bed board welding of navigation deck 4: is laid in navigation deck entirety It is welded on frame;The jigsaw plate stitch between each plate is welded first, by intermediate left and right welding forwards, backwards, makes navigation deck 4 Welding stress is freely discharged around.Then welding navigation deck crossbeam 24 and 4 plate of navigation deck, navigation deck crossbeam 24 Welding capacity between 4 plate of navigation deck is maximum, is welded from centre to both sides, reached using even numbers welder welding simultaneously to Disappear the effect of part stress, and stress can also be made freely to discharge to two sides;Navigation deck deck transverse 14 is welded again, and navigation deck is vertical Purlin 16 and navigation deck erect the weld seam of wall 15 and 4 plate of navigation deck, symmetrical welding completes building for navigation deck layer It makes, as shown in figs. 7 to 9.
In step 4,18 position line of wall, ceiling deck girder 19 and ceiling deck deck transverse 20 are erect into ceiling deck Set line, the ceiling deck pillar position line crosses on navigation deck 4, makes marks;Ceiling deck girder 19 and ceiling deck is strong The assembling of crossbeam 20 is combined into ceiling deck general frame;Ceiling deck pillar is installed on navigation deck 4 and ceiling deck is erect Wall 18;Ceiling deck general frame is located on ceiling deck pillar and is welded and fixed piecewise;Ceiling deck cross is installed again Beam 25;5 plate of ceiling deck is laid in ceiling deck general frame, carries out the welding of each section, completes navigation deck layer It builds;
Ceiling deck pillar is made of ceiling deck pillar body 21 and ceiling deck prop body, ceiling deck prop body It is arranged in 21 both ends of ceiling deck pillar body and neutral position, to assist ceiling deck general frame to be properly positioned.
Detailed step are as follows:
Step 4-1: 18 position line of wall, ceiling deck girder 19 and 20 position of ceiling deck deck transverse are erect into ceiling deck Line, the ceiling deck pillar position line cross on navigation deck 4, make marks;
Step 4-2: ceiling deck girder 19 and the assembling of ceiling deck deck transverse 20 are combined into ceiling deck general frame, according to knot Structure size and traffic condition, ceiling deck general frame first carry out erection welding on the platform of workshop, are then transported to building berth and wait for Dress;
Step 4-3: scribing position positioning welding, ceiling installation ceiling deck pillar body 21 and ceiling deck prop body: are pressed Deck pillar body 21 and ceiling deck prop body are suitable for reading there are 20mm or so surplus, press pillar theoretical level after welding equipment is complete and survey Amount scribing line, cutting;
Step 4-4: erect wall 18 in installation ceiling deck: the wall body that surface is provided with multiple parallel groove bodies is pre- in workshop System, scribing line are cut into ceiling deck and erect wall 18, carry out building berth lifting after the completion and erect work, lifting must be prevented from ceiling It erects wall 18 and deforms in deck, it should be noted that guarantee verticality;
Step 4-5: it is interim that ceiling deck general frame the lifting positioning of ceiling deck general frame: is located in ceiling deck piecewise On Body of pillar and it is welded and fixed;
Step 4-6: the angle steel of ceiling deck cross member 25 installation ceiling deck cross member 25: is passed through to the angle steel of ceiling deck girder 19 Through hole, the angle steel of ceiling deck cross member 25 and the fillet weld of ceiling deck girder 19 are welded (angle steel one side and stringers abdomen Plate fitting, the angle steel of ceiling deck cross member 25 is after 5 plate of ceiling deck is completed, the angle of angle steel and the formation of 5 plate of ceiling deck Weld seam is welded);
Step 4-7: the plate on straight ceiling deck 5 the plate bed board welding on ceiling deck 5: is laid in ceiling deck entirety It is welded on frame;The jigsaw plate stitch between each plate is welded first, by intermediate left and right welding forwards, backwards, makes ceiling deck 5 Welding stress is freely discharged around.Then welding ceiling deck cross member 25 and 5 plate of ceiling deck, ceiling deck cross member 25 Welding capacity between 5 plate of ceiling deck is maximum, is welded from centre to both sides, reached using even numbers welder welding simultaneously to Disappear the effect of part stress, and stress can also be made freely to discharge to two sides;Ceiling deck deck transverse 20 is welded again, and ceiling deck is vertical The weld seam of wall 18 and 5 plate of ceiling deck is erect on purlin 19 and ceiling deck, symmetrical welding completes building for navigation deck layer It makes, as shown in Figure 10-Figure 12.
Upper deck erects wall 6, wall 11 is erect on crewman deck, navigation deck erects wall 15 and ceiling deck is erect and enclosed Wall 18 is the wall body that surface is provided with multiple parallel groove bodies, as shown in Figure 13-Figure 14.
The above embodiments are only the preferred technical solution of the present invention, and are not construed as limitation of the invention, this Shen Please in embodiment and embodiment in feature in the absence of conflict, can mutual any combination.Protection model of the invention The technical solution that should be recorded with claim is enclosed, the equivalent replacement side of technical characteristic in the technical solution recorded including claim Case is protection scope.Equivalent replacement i.e. within this range is improved, also within protection scope of the present invention.

Claims (5)

1. a kind of method that ship superstructure is built, it is characterised in that method includes the following steps:
Step 1: the construction of upper deck layer;
Step 2: the construction of crewman's deck layer;
Step 3: the construction of navigation deck layer;
Step 4: the construction of ceiling deck layer, i.e. completion ship superstructure are built.
2. the method that a kind of ship superstructure according to claim 1 is built, it is characterised in that:
In step 1, by upper deck erect wall (6) position line, upper deck stringers (7) and upper deck deck transverse (8) position line, on The deck pillar position line crosses on tail raised deck (1), makes marks;By upper deck stringers (7) and upper deck deck transverse (8) group Dress is combined into upper deck general frame;Upper deck pillar is installed on tail raised deck (1) and upper deck erects wall (6);By Upper deck general frame is located on upper deck pillar and is welded and fixed by piece;Upper deck beam (9) are installed again;By upper deck (2) plate is laid on upper deck general frame, carries out the welding of each section, completes the construction of upper deck layer;
In step 2, wall (11) position line, crewman's deck girder (12) and crewman deck deck transverse (13) are erect into crewman deck The position line, crewman's deck pillar position line cross on upper deck (2), make marks;By crewman's deck girder (12) and crewman's first Plate deck transverse (13) assembling is combined into crewman deck general frame;Crewman's deck pillar and crewman's first are installed on upper deck (2) Plate erects wall (11);Crewman deck general frame is located on crewman's deck pillar and is welded and fixed piecewise;Installation ship again Member's deck cross member (23);Crewman deck (3) plate is laid on upper deck general frame, the welding of each section is carried out, is completed The construction of crewman's deck layer;
In step 3, navigation deck is erect into wall (15) position line, navigation deck stringers (16) and navigation deck deck transverse (14) The position line, navigation deck shore position line cross on crewman deck (3), make marks;By navigation deck stringers (16) and drive Deck deck transverse (14) assembling is combined into navigation deck general frame;Navigation deck pillar is installed on crewman deck (3) and is driven It sails deck and erects wall (15);Navigation deck general frame is located on navigation deck pillar and is welded and fixed piecewise;Pacify again It fills navigation deck crossbeam (24);Navigation deck (4) plate is laid in navigation deck general frame, carries out the welding of each section, Complete the construction of navigation deck layer;
In step 4, wall (18) position line, ceiling deck girder (19) and ceiling deck deck transverse (20) are erect into ceiling deck The position line, the ceiling deck pillar position line cross on navigation deck (4), make marks;By ceiling deck girder (19) and ceiling Deck deck transverse (20) assembling is combined into ceiling deck general frame;Ceiling deck pillar and top are installed on navigation deck (4) Erect wall (18) in canopy deck;Ceiling deck general frame is located on ceiling deck pillar and is welded and fixed piecewise;Pacify again It fills ceiling deck cross member (25);Ceiling deck (5) plate is laid in ceiling deck general frame, carries out the welding of each section, Complete the construction of navigation deck layer.
3. the method that a kind of ship superstructure according to claim 2 is built, it is characterised in that: upper deck pillar is by upper Deck pillar body (10) and upper deck prop body composition, upper deck prop body are arranged in upper deck pillar body (10) two End and neutral position, to assist upper deck general frame to be properly positioned;
Crewman's deck pillar is made of crewman's deck pillar body (26) and crewman deck prop body, crewman deck prop Body is arranged in crewman's deck pillar body (26) both ends and neutral position, to assist crewman deck general frame to be properly positioned;
Navigation deck pillar is made of navigation deck Body of pillar (17) and crewman deck prop body, crewman deck prop Body is arranged in navigation deck Body of pillar (17) both ends and neutral position, to assist navigation deck general frame to be properly positioned;
Ceiling deck pillar is made of ceiling deck pillar body (21) and ceiling deck prop body, ceiling deck prop Body is arranged in ceiling deck pillar body (21) both ends and neutral position, to assist ceiling deck general frame to be properly positioned.
4. the method that a kind of ship superstructure according to claim 2 is built, it is characterised in that: upper deck erects wall (6), it is that surface is set that wall (11), navigation deck setting wall (15) and ceiling deck setting wall (18) are erect in crewman deck It is equipped with the wall body of multiple parallel groove bodies.
5. the method that a kind of ship superstructure according to claim 2 is built, it is characterised in that: in step 1- step 4 The welding method of each section are as follows: welding jigsaw plate stitch first, subsequently welded armor crossbeam and corresponding deck, are welded later Weld seam between deck deck transverse, deck girder and setting wall and corresponding deck.
CN201811033073.5A 2018-09-05 2018-09-05 Method for building superstructure of ship Active CN109334858B (en)

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CN109334858B CN109334858B (en) 2020-09-08

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109850067A (en) * 2019-02-28 2019-06-07 广船国际有限公司 Block manufacturing method is built on a kind of ro-ro passenger ship
CN110773845A (en) * 2019-09-30 2020-02-11 广州文冲船厂有限责任公司 Assembling and welding method for ship superstructure subsection
CN111422317A (en) * 2020-04-17 2020-07-17 上海外高桥造船有限公司 Integral construction method for ultra-large upper-building block
CN111846142A (en) * 2020-07-31 2020-10-30 宜昌兴达船务有限公司 Construction method for ship tail building
CN112319692A (en) * 2020-09-22 2021-02-05 沪东中华造船(集团)有限公司 Arrangement method for ensuring continuity of superstructure structure on ship
CN112623148A (en) * 2020-12-23 2021-04-09 大连中远海运重工有限公司 Ship living area building and folding process method
CN114919690A (en) * 2022-06-20 2022-08-19 招商局金陵船舶(江苏)有限公司 Roll-on/roll-off ship superstructure arrangement structure and damping structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001254319A (en) * 2000-03-09 2001-09-21 Nkk Corp Upper structure of bridge and its construction method
CN1792711A (en) * 2005-12-23 2006-06-28 上海外高桥造船有限公司 Tech. for carrying super building on oil ship
US7581363B2 (en) * 2001-03-05 2009-09-01 Mawby Walter H Method for constructing a multistory building
CN102975818A (en) * 2012-12-14 2013-03-20 广州中船黄埔造船有限公司 Aluminum alloy superstructure block hoisting method
CN103010404A (en) * 2012-12-20 2013-04-03 广州中船黄埔造船有限公司 Segmental general assembly method for aluminum alloy superstructure
CN106080968A (en) * 2016-06-29 2016-11-09 广船国际有限公司 A kind of ship superstructure non-allowance healing construction technology

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001254319A (en) * 2000-03-09 2001-09-21 Nkk Corp Upper structure of bridge and its construction method
US7581363B2 (en) * 2001-03-05 2009-09-01 Mawby Walter H Method for constructing a multistory building
CN1792711A (en) * 2005-12-23 2006-06-28 上海外高桥造船有限公司 Tech. for carrying super building on oil ship
CN102975818A (en) * 2012-12-14 2013-03-20 广州中船黄埔造船有限公司 Aluminum alloy superstructure block hoisting method
CN103010404A (en) * 2012-12-20 2013-04-03 广州中船黄埔造船有限公司 Segmental general assembly method for aluminum alloy superstructure
CN106080968A (en) * 2016-06-29 2016-11-09 广船国际有限公司 A kind of ship superstructure non-allowance healing construction technology

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
应长春: "《船舶工艺技术》", 31 January 2013 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109850067A (en) * 2019-02-28 2019-06-07 广船国际有限公司 Block manufacturing method is built on a kind of ro-ro passenger ship
CN110773845A (en) * 2019-09-30 2020-02-11 广州文冲船厂有限责任公司 Assembling and welding method for ship superstructure subsection
CN110773845B (en) * 2019-09-30 2021-07-16 广州文冲船厂有限责任公司 Assembling and welding method for ship superstructure subsection
CN111422317A (en) * 2020-04-17 2020-07-17 上海外高桥造船有限公司 Integral construction method for ultra-large upper-building block
CN111846142A (en) * 2020-07-31 2020-10-30 宜昌兴达船务有限公司 Construction method for ship tail building
CN112319692A (en) * 2020-09-22 2021-02-05 沪东中华造船(集团)有限公司 Arrangement method for ensuring continuity of superstructure structure on ship
CN112623148A (en) * 2020-12-23 2021-04-09 大连中远海运重工有限公司 Ship living area building and folding process method
CN114919690A (en) * 2022-06-20 2022-08-19 招商局金陵船舶(江苏)有限公司 Roll-on/roll-off ship superstructure arrangement structure and damping structure
CN114919690B (en) * 2022-06-20 2023-06-09 招商局金陵船舶(江苏)有限公司 Roll-on-roll-off ship superstructure vibration damping structure

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