CN209553039U - Self-traveling module transport vehicle transport lift beam - Google Patents
Self-traveling module transport vehicle transport lift beam Download PDFInfo
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- CN209553039U CN209553039U CN201822124149.7U CN201822124149U CN209553039U CN 209553039 U CN209553039 U CN 209553039U CN 201822124149 U CN201822124149 U CN 201822124149U CN 209553039 U CN209553039 U CN 209553039U
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- shoulder pole
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- plate
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Abstract
The utility model provides a kind of self-traveling module transport vehicle transport lift beam comprising two are located at the main structure at two parallel shoulder pole girder both ends and the intermediate Auxiliary support composition in the middle part of two parallel shoulder pole girders；Two main structures shoulder pole girder parallel with two is fixed by transporting connecting rib, and the middle part of intermediate Auxiliary support shoulder pole girder parallel with two is fixed；It can be freely combined, and transport ship-loading operation suitable for the SPMT of different column spacing chunkings and jacket；The use of intermediate Auxiliary support can effectively reduce the moment of flexure that shoulder pole girder is born, reduce the size and weight of shoulder pole girder；It is designed using double shoulder pole girders, allows to arrange more SPMT axis, substantially increase the transportable works weight of this lift beam.
Description
Technical field
The utility model relates to the transporting equipment of heavy die block more particularly to a kind of transport lifts of self-traveling module transport vehicle
Beam.
Background technique
Self-traveling module transport vehicle (SPMT) with freely assembled, flexible operation, synchronism is good the advantages that in large-scale sea
Using more and more in the ship-loading operation of foreign works.Transport ship-loading operation is carried out using SPMT, moreover it is possible to effectively save slideway money
The purpose of optimization utilization of area rate is played in source.
Existing SPMT transport lift beam is directed to certain works substantially and specially designs, less from the aspect of reuse, does not have
There is versatility；Essentially single lift beam design, the SPMT axis quantity that can be arranged are few；The moment of flexure that lift joist support is received is larger, so lift beam
Generally than cumbersome, material cost is high.
Utility model content
A kind of self-propelled mould is provided the main purpose of the utility model is to overcome the problems of the above-mentioned prior art
Block transport vehicle transport lift beam, is fabricated structure, and rationally, combination is flexibly, applied widely, reusable in not for design
Chunking or jacket with column spacing, are suitable for large-tonnage upper chunk or jacket structure transports ship-loading operation.
The purpose of this utility model is realized by the following technical solutions:
The utility model self-traveling module transport vehicle transport lift beam, it is characterised in that: be located at two including two
The main structure at parallel shoulder pole girder both ends and the intermediate Auxiliary support in the middle part of two parallel shoulder pole girders are constituted；This two
The main structure shoulder pole girder parallel with two is fixed by transporting connecting rib, intermediate Auxiliary support shoulder pole girder parallel with two
Middle part is fixed.
Self-traveling module transport vehicle transport lift beam above-mentioned, in which: the main structure is horizontal by the upper layer of steel
Plate, middle layer level board, lower layer's level board, upper layer transverse direction vertical plate, lower layer's transverse direction vertical plate, upper layer hang plate, upper layer centre are vertical vertical
Plate, the vertical vertical plate in upper layer both ends, the vertical vertical plate of lower layer, stiffener plate and lifting lug are welded to each other the box-structure being formed by connecting；
The side length of the perpendicular shape of the upper layer level board shoulder pole girder parallel with two shoulder pole girder the distance between parallel less than two, should
The side length of the perpendicular shape of the middle layer level board shoulder pole girder parallel with two is greater than two parallel the distance between shoulder pole girders；Upper layer
Be welded and fixed between level board and middle layer level board plate body several piece intersect setting upper layer transverse direction vertical plate and upper layer among it is perpendicular
To vertical plate；Steel stiffener plate is welded between the outside and upper layer level board of outermost two upper layers transverse direction vertical plate；On two
Layer hang plate is located at the vertical two sides of upper layer level board, one end and the vertical vertical plate top in the upper layer for being located at column structure both ends
It is welded and fixed, the other end two sides parallel with shoulder pole girder with upper layer level board are welded and fixed；Lower layer's level board is parallel with two
The perpendicular shape of shoulder pole girder the side length shoulder pole girder the distance between parallel less than two, lower layer's level board and middle layer level board it
Between several piece be welded and fixed intersect the vertical vertical plate of lower layer's transverse direction vertical plate and lower layer of setting；Lifting lug is welded on upper layer hang plate top
Face；The middle layer level board shoulder pole girder parallel with two is separately positioned on two parallel shoulder pole backs in the both ends bottom surface of parallel shape
Portion, and connecting rib temporary weld is transported by steel and is fixed；
The shoulder pole girder is constituted by the vertical vertical plate of steel is welded and fixed above and below steel among two blocks of level boards；Upper
Weld one block of steel vertical strengthening ribs plate between lower horizontal board between vertical vertical plate two sides and level board every 1 to 2 meter；Steel
Cross reinforcing plate is weldingly fixed on vertical vertical plate two sides and between level board and two adjacent steel vertical strengthening ribs
Position between plate；
The intermediate Auxiliary support is made of the horizontal box beam of steel, vertical box beam and diagonal brace round tube；The water
The length of flat box beam and the distance between two shoulder pole girders are corresponding plus the sum of two shoulder pole beam widths, and horizontal box beam
Both ends bottom is located at top side in the middle part of two shoulder pole girders, and is fixed by stiffener plate temporary weld；Vertical box beam bottom
It is fixed with horizontal box beam center weldment；Two diagonal brace round tube one end, which are respectively welded, is fixed on vertical box beam top two sides, and two
A diagonal brace round tube other end, which is respectively welded, is fixed on horizontal box beam by two close end top side, makes two diagonal brace round tubes respectively and vertically
Box beam and horizontal box beam are connected to form the identical triangular structure of two mirror images；Steel stiffener plate, which is respectively welded, to be fixed on
Intersection between horizontal box beam, vertical box beam and diagonal brace round tube.
The beneficial effect of the utility model self-traveling module transport vehicle transport lift beam is can be freely combined, and is applicable in
The various sizes of column spacing in module construction.The intermediate Auxiliary support of setting can not only save material, can also be effectively
Reduce the moment of flexure that shoulder pole girder is born, reduces the size and weight of shoulder pole girder.The design structure of its double lift beam, allows to arrange more
Module transportation vehicle axis, can be improved the transport capacity of module transportation vehicle.
Detailed description of the invention
Fig. 1 is the utility model overall structure diagram.
Fig. 2 is the utility model use state diagram.
Major Symbol illustrates in figure:
Under 1 main structure, the upper layer 1a level board, the middle layer 1b level board, 1c lower layer level board, the upper layer 1d transverse direction vertical plate, 1e
The lateral vertical plate of layer, the upper layer 1f hang plate, vertical vertical plate among the upper layer 1g, the vertical vertical plate in the upper layer 1h both ends, the vertical vertical plate of 1i lower layer,
1j stiffener plate, 1k lifting lug；2 shoulder pole girders, 2a level board, the vertical vertical plate of 2b, 2c cross reinforcing plate, 2d vertical strengthening ribs plate, 3
The vertical box beam of intermediate Auxiliary support, 3a, the horizontal box beam of 3b, 3c diagonal brace round tube, 4 transport connecting ribs, 5 structures to be transported
Object, 6 module transportation vehicles, 7 pad piers.
Specific embodiment
As shown in Figure 1, the utility model self-traveling module transport vehicle transport lift beam comprising two are located at two
The main structure 1 at parallel 2 both ends of shoulder pole girder and the intermediate Auxiliary support 3 in the middle part of two parallel shoulder pole girders 2 are constituted；It should
Two main structures 1 shoulder pole girder 2 parallel with two is fixed by transport connecting rib 4, and intermediate Auxiliary support 3 is parallel with two
The middle part of shoulder pole girder 2 is fixed.
As shown in Figure 1, the utility model self-traveling module transport vehicle transport lift beam, in which: the main structure 1 is by steel
Upper layer level board 1a, middle layer level board 1b, lower layer level board 1c, upper layer transverse direction vertical plate 1d, the lower layer transverse direction vertical plate 1e of matter, upper layer
Hang plate 1f, vertical vertical plate 1g among upper layer, the vertical vertical plate 1h in upper layer both ends, the vertical vertical plate 1i of lower layer, stiffener plate 1j and
Lifting lug 1k is welded to each other the box-structure being formed by connecting；The perpendicular shape of shoulder pole girder 2 upper layer level board 1a parallel with two
The side length shoulder pole girder 2 the distance between parallel less than two, the perpendicular shape of shoulder pole girder 2 middle layer level board 1b parallel with two
Side length be greater than two parallel the distance between shoulder pole girders 2；It is welded between upper layer level board 1a and middle layer level board 1b plate body
Fixed several piece intersect setting upper layer transverse direction vertical plate 1d and upper layer among vertical vertical plate 1g；Outermost two upper layer transverse directions
Steel stiffener plate 1j is welded between the outside and upper layer level board 1a of vertical plate 1d；Two upper layer hang plate 1f are located at upper layer
It is welded and fixed at the top of the vertical two sides level board 1a, one end and the vertical vertical plate 1h in the upper layer for being located at column structure both ends, the other end
The two sides parallel with shoulder pole girder 2 with upper layer level board are welded and fixed；Shoulder pole girder 2 lower layer level board 1c parallel with two is in vertical
The side length of the straight shape shoulder pole girder 2 the distance between parallel less than two, is welded between lower layer level board 1c and middle layer level board 1b
Fixed several piece intersects the lower layer transverse direction vertical plate 1e and the vertical vertical plate 1i of lower layer of setting；Lifting lug 1k is welded on upper layer hang plate 1f
Top surface；Shoulder pole girder 2 middle layer level board 1b parallel with two in parallel shape both ends bottom surface be separately positioned on two it is parallel flat
2 top of spreader beam, and 4 temporary weld of connecting rib is transported by steel and is fixed；The shoulder pole girder 2 is by two pieces of levels above and below steel
The vertical vertical plate 2b of a steel is welded and fixed among plate 2a to constitute；Every 1 to 2 meter in vertical vertical plate 2b between upper lower horizontal board
One piece of steel vertical strengthening ribs plate 2d is welded between two sides and level board 2a；Steel cross reinforcing plate 2c is weldingly fixed on vertically
The two sides vertical plate 2b and the position between level board 2a between two adjacent steel vertical strengthening ribs plate 2d；The centre is auxiliary
Helping support 3 is made of the horizontal box beam 3b of steel, vertical box beam 3a and diagonal brace round tube 3c；The horizontal box beam 3b's
Length and the distance between two shoulder pole girders 2 are corresponding plus the sum of two 2 width of shoulder pole girder, and the both ends bottom of horizontal box beam 3b
Portion is located at two shoulder pole girders, 2 middle part top side, and is fixed by stiffener plate temporary weld；The vertical bottom box beam 3a and water
Flat box beam 3b center weldment is fixed；Two one end diagonal brace round tube 3c are respectively welded and are fixed on the top vertical box beam 3a two sides,
Two diagonal brace round tube 3c other ends, which are respectively welded, is fixed on horizontal box beam 3b by two close end top side, makes two diagonal brace round tube 3c points
The identical triangular structure of two mirror images is not connected to form with vertical box beam 3a and horizontal box beam 3b；Steel stiffener plate point
It is not weldingly fixed on the intersection between horizontal box beam, vertical box beam and diagonal brace round tube.
As shown in Fig. 2, in use, before module general assembly, according to the spacing of 5 column of works to be transported, in advance main body
Structure 1 and pad pier 7 are put in place.Before to be transported, by two main structures 1 and intermediate Auxiliary support 3 be temporarily fixed at two it is flat
On spreader beam 2, wherein the vertical box beam 3a length of intermediate Auxiliary support 3 is according to 5 lower end size offhand decision of works to be transported.
Then, the objects such as rubber, glued board are placed in the upper surface of module transportation vehicle 6, shoulder pole girder 2 and modular transportation when for increasing transport
Frictional force between vehicle 6.Designated position by the traveling of module transportation vehicle 6 to the lower section of shoulder pole girder 2,6 raising of module transportation vehicle will be by
Transport structure object 5 transports lift beam together with the utility model self-traveling module transport vehicle and loads to module transportation vehicle 6；It will be transported
After defeated works 5 transports to designated position, module transportation vehicle 6 is exited, that is, completes entire transport task.
The content not being illustrated in the present embodiment is the prior art, therefore is no longer repeated.
The advantages of the utility model self-traveling module transport vehicle transport lift beam, is, by main structure, shoulder pole girder, auxiliary
It supports three parts to constitute, can be torn open at temporary weld after the completion of working between three by temporary weld combination when use
It removes.Two main structures can be adjusted according to by transport cargo column spacing, and the position of Auxiliary support can also be according to being transported
Cargo intensity selects suitable position, is suitable for various sizes of column spacing.In use, since shoulder pole girder is primarily subjected to SPMT
The moment of flexure of application, the part moment of flexure that shoulder pole girder is born can be transmitted to by transport cargo by intermediate Auxiliary support, to reduce flat
The stress and design size of spreader beam.Relative to the design form of single shoulder pole girder, the design and transport vehicle of double shoulder pole girders have more
Contact area allows to arrange more module transportation vehicle axis, and carried and transported works weight can be improved.
The above descriptions are merely preferred embodiments of the present invention, not makees in any form to the utility model
Limitation, it is made by the above technical examples according to the technical essence of the present invention it is any it is simple modification, equivalent variations with
Modification, is still within the scope of the technical solutions of the present invention.
Claims (2)
1. a kind of self-traveling module transport vehicle transport lift beam, it is characterised in that: including two be located at two it is parallel flat
The main structure (1) at spreader beam (2) both ends and the intermediate Auxiliary support (3) being located in the middle part of two parallel shoulder pole girders (2) are constituted；It should
Two main structures (1) shoulder pole girder (2) parallel with two is fixed by transport connecting rib (4), intermediate Auxiliary support (3) with
The middle part of two parallel shoulder pole girders (2) is fixed.
2. self-traveling module transport vehicle transport lift beam according to claim 1, it is characterised in that:
The main structure (1) be by the upper layer level board (1a) of steel, middle layer level board (1b), lower layer's level board (1c), on
The lateral vertical plate (1d) of layer, lower layer's transverse direction vertical plate (1e), upper layer hang plate (1f), upper layer centre vertical vertical plate (1g), upper layer both ends
Vertical vertical plate (1h), the vertical vertical plate of lower layer (1i), stiffener plate (1j) and lifting lug (1k) are welded to each other the box being formed by connecting
Structure；
The side length of the upper layer level board (1a) shoulder pole girder (2) perpendicular shape parallel with two shoulder pole girder parallel less than two
The distance between (2), the side length of the middle layer level board (1b) shoulder pole girder (2) perpendicular shape parallel with two is parallel greater than two
The distance between shoulder pole girder (2)；It is mutual that several piece is welded and fixed between upper layer level board (1a) and middle layer level board (1b) plate body
Vertical vertical plate (1g) among upper layer transverse direction vertical plate (1d) arranged in a crossed manner and upper layer；Outermost two upper layers transverse direction vertical plate (1d)
Outside and upper layer level board (1a) between weld steel stiffener plate (1j)；Two upper layer hang plates (1f) are located at upper layer
The vertical two sides level board (1a), one end and welding at the top of the vertical vertical plate in upper layer both ends (1h) for being located at column structure both ends are solid
Fixed, the other end two sides parallel with shoulder pole girder (2) with upper layer level board are welded and fixed；
The side length of lower layer's level board (1c) shoulder pole girder (2) perpendicular shape parallel with two shoulder pole girder parallel less than two
The distance between (2), several piece is welded and fixed between lower layer's level board (1c) and middle layer level board (1b) and intersects under setting
The lateral vertical plate (1e) of layer and the vertical vertical plate of lower layer (1i)；
Lifting lug (1k) is welded on the top surface upper layer hang plate (1f)；
The middle layer level board (1b) shoulder pole girder (2) parallel with two in parallel shape both ends bottom surface be separately positioned on two it is parallel
At the top of shoulder pole girder (2), and connecting rib (4) temporary weld is transported by steel and is fixed；
The shoulder pole girder (2) is by the vertical vertical plate of steel (2b) structure is welded and fixed among two pieces of level boards (2a) above and below steel
At；One piece of steel is welded between the vertical vertical plate two sides (2b) and level board (2a) every 1 to 2 meter between upper lower horizontal board to erect
To stiffener plate (2d)；Steel cross reinforcing plate (2c) is weldingly fixed on the vertical vertical plate two sides (2b) and is located at level board (2a)
Between position between two adjacent steel vertical strengthening ribs plates (2d)；
The intermediate Auxiliary support (3) is the horizontal box beam (3b), vertical box beam (3a) and diagonal brace round tube by steel
(3c) is constituted；The distance between the length of the horizontal box beam (3b) and two shoulder pole girders (2) add two shoulder pole girder (2) width
The sum of it is corresponding, and the both ends bottom of horizontal box beam (3b) is located at top side in the middle part of two shoulder pole girders (2), and passes through reinforcing rib
Plate temporary weld is fixed；The vertical box beam bottom (3a) is fixed with horizontal box beam (3b) center weldment；Two diagonal brace round tubes
The one end (3c), which is respectively welded, is fixed on the top two sides vertical box beam (3a), and two diagonal brace round tube (3c) other ends are respectively welded solid
Horizontal box beam (3b) is scheduled on by two close end top side, make two diagonal brace round tubes (3c) respectively with vertical box beam (3a) and filter box
Type beam (3b) is connected to form the identical triangular structure of two mirror images；Steel stiffener plate, which is respectively welded, is fixed on horizontal box
Intersection between beam, vertical box beam and diagonal brace round tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822124149.7U CN209553039U (en) | 2018-12-18 | 2018-12-18 | Self-traveling module transport vehicle transport lift beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822124149.7U CN209553039U (en) | 2018-12-18 | 2018-12-18 | Self-traveling module transport vehicle transport lift beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209553039U true CN209553039U (en) | 2019-10-29 |
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ID=68302644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822124149.7U Active CN209553039U (en) | 2018-12-18 | 2018-12-18 | Self-traveling module transport vehicle transport lift beam |
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| Country | Link |
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| CN (1) | CN209553039U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111017765A (en) * | 2019-11-28 | 2020-04-17 | 海洋石油工程（青岛）有限公司 | New process for drawing large-scale structure by carrying pole beam |
| CN115075210A (en) * | 2022-06-20 | 2022-09-20 | 海洋石油工程股份有限公司 | Lifting beam structure of jacket |
-
2018
- 2018-12-18 CN CN201822124149.7U patent/CN209553039U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111017765A (en) * | 2019-11-28 | 2020-04-17 | 海洋石油工程（青岛）有限公司 | New process for drawing large-scale structure by carrying pole beam |
| CN111017765B (en) * | 2019-11-28 | 2021-06-25 | 海洋石油工程（青岛）有限公司 | New process for drawing large-scale structure by carrying pole beam |
| CN115075210A (en) * | 2022-06-20 | 2022-09-20 | 海洋石油工程股份有限公司 | Lifting beam structure of jacket |
| CN115075210B (en) * | 2022-06-20 | 2024-03-22 | 海洋石油工程股份有限公司 | Lifting beam structure of jacket |
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