CN111017590B - Shipping method and support frame of conduit frame assembly - Google Patents
Shipping method and support frame of conduit frame assembly Download PDFInfo
- Publication number
- CN111017590B CN111017590B CN201911345661.7A CN201911345661A CN111017590B CN 111017590 B CN111017590 B CN 111017590B CN 201911345661 A CN201911345661 A CN 201911345661A CN 111017590 B CN111017590 B CN 111017590B
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- support
- pipe piles
- frame
- supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G67/00—Loading or unloading vehicles
- B65G67/60—Loading or unloading ships
- B65G67/603—Loading or unloading ships using devices specially adapted for articles
Landscapes
- Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Aviation & Aerospace Engineering (AREA)
- Mechanical Engineering (AREA)
- Ship Loading And Unloading (AREA)
- Revetment (AREA)
Abstract
The embodiment of the invention discloses a shipping method and a supporting frame of a conduit frame assembly, wherein the shipping method comprises the following steps: moving a plurality of steel pipe piles to a transport ship, arranging the steel pipe piles in parallel at intervals and then fixing the steel pipe piles, and arranging support racks on two sides and/or two ends of each steel pipe pile; placing the frame body on a support tool; lifting the support tool to a high position, moving the support frame to gaps at two sides and/or two ends of the plurality of steel pipe piles, and lowering the support tool to a low position, so that the support body is placed on the support rack; and moving out the plurality of groups of support frames to finish the shipment of the conduit frame assembly. The support frame comprises a plurality of moving parts and a box girder assembly which can be telescopically arranged on the moving parts along the vertical direction. The invention further adjusts the position of the frame body by utilizing the support frame to transport the frame body in an overhead manner and moving the bottom support frame, so that the frame body is stably placed on the arranged support rack, the utilization of the whole space of the transport ship is realized, the transport cost is reduced, and the transport period is shortened.
Description
Technical Field
The embodiment of the invention relates to the field of overall transportation of a jacket assembly, in particular to a shipping method and a supporting frame of the jacket assembly.
Background
The jacket assembly is mainly a foundation frame structure used in the fields of offshore oil platforms, offshore lighthouse construction, offshore wind power and the like, and generally comprises a steel pipe pile and a frame body arranged on the steel pipe pile. Therefore, it is often necessary to transport the steel pipe piles and the frame body to a use area for installation.
And because steel-pipe pile and support body exist separately before the installation, simultaneously, because the steel-pipe pile is cylinder and outside whole great of volume, consequently, in the transportation, the two can't directly superpose the transportation, and after arranging the steel-pipe pile, because the support body is great, consequently also be difficult to control the position of placing and the equilibrium degree of putting of support body at the in-process of hoist and mount support body, therefore general transportation adopts each of the transport ship that satisfies steel-pipe pile size and support body size, transport the two respectively.
Disclosure of Invention
Therefore, the embodiment of the invention provides a shipping method and a support frame for a conduit frame assembly, wherein after the positions of steel pipe piles are arranged and the arrangement positions of the steel pipe piles are limited, the support frame is transported in an overhead mode through the support frame, the position of the support frame is further adjusted through the movement of the support frame at the bottom, the support frame is stably arranged on the arranged support frame, the utilization of the whole space of a transport ship is realized, the transport cost is reduced, and the transport period is shortened.
In order to achieve the above object, an embodiment of the present invention provides the following:
in one aspect of an embodiment of the present invention, there is provided a method of shipping a conduit rack assembly, comprising:
s100, moving a plurality of steel pipe piles in the conduit frame assembly to a transport ship, arranging the steel pipe piles at intervals in parallel and then fixing the steel pipe piles, arranging support racks on two sides and/or two ends of each steel pipe pile, wherein the upper end faces of the support racks are higher than the upper end faces of the steel pipe piles;
s200, movably arranging a plurality of groups of supporting frames, and placing a frame body in the conduit frame assembly on a supporting tool after the supporting tool is arranged on the plurality of groups of supporting frames in a lifting manner;
s300, lifting the supporting tool to a high position, moving the supporting frame to gaps at two sides and/or two ends of the plurality of steel pipe piles, and lowering the supporting tool to a low position so that the frame body is placed on the supporting rack;
s400, moving out the plurality of groups of support frames to finish the shipment of the conduit frame assembly.
As a preferred scheme of the present invention, the moving and fixing of the steel pipe pile in step S100 specifically includes:
s101, dividing a side edge reserved area arranged on the outer side and a placing area arranged between the side edge reserved areas on the two sides in the width direction of the transport ship, wherein the relative difference of the width of the side edge reserved areas on the two sides is not more than 1/10 of the width of the transport ship;
s102, sequentially forming the placement area into a plurality of pile body placement sections and clearance sections along the width direction according to the number and the diameter of the steel pipe piles, wherein the width of each pile body placement section is 1-11/10 times of the diameter of the steel pipe pile, and the width of each clearance section is 1/10-1/5 times of the diameter of the steel pipe pile;
s103, respectively lifting a plurality of steel pipe piles to one of the pile body placing sections for placing, and fixing the plurality of steel pipe piles by adopting a fixing frame assembly.
As a preferable scheme of the invention, the fixing frame assembly at least comprises a vertical supporting body arranged on one side of the steel pipe pile close to the side reserved area, and a partition supporting body arranged between two adjacent steel pipe piles; and the number of the first and second electrodes,
the vertical support body at least comprises a vertical column formed by connecting a horizontal rod and a vertical rod, wherein the horizontal rod is horizontally arranged, the vertical rod is vertically arranged, the horizontal rod is fixedly connected with the transport ship, the vertical rod faces away from the horizontal rod, one side of the horizontal rod is abutted against the steel pipe pile, and the horizontal rod is connected with the vertical rod through a plurality of reinforcing ribs.
As a preferable scheme of the invention, an included angle formed between the reinforcing ribs and the cross bars or the vertical bars is 30-60 degrees, and a plurality of reinforcing ribs are arranged in parallel and are arranged on the vertical columns at equal intervals.
As a preferred scheme of the present invention, the partition supporting body includes a bidirectional hydraulic rod body with two ends telescopically arranged, and arc-shaped clamping pieces arranged at two ends of the bidirectional hydraulic rod body.
As a preferred embodiment of the present invention, step S300 specifically includes:
s301, jacking the support tool provided with the support body upwards in parallel to the horizontal plane until the distance between the bottom of the support body and the operating platform is larger than the distance between the upper surface of the support rack and the surface of the transport ship;
s302, drawing the supporting tool to a transport ship, and enabling the whole supporting tool to move in gaps among the steel pipe piles and/or on two sides of the steel pipe piles;
s303, moving the rack body to be at least partially positioned right above the supporting rack;
s304, the distance between the surface of the supporting tool and the surface of the transport ship is smaller than the distance between the surface of the supporting rack and the surface of the transport ship.
In another aspect of an embodiment of the present invention, there is also provided a support frame for a shipping method according to the above, comprising a plurality of moving parts, and a box girder assembly telescopically arranged on the plurality of moving parts in a vertical direction; wherein the content of the first and second substances,
the box girder assembly comprises a bottom plate clamped on the moving part and a top plate arranged above the bottom plate, and a hydraulic telescopic structure is connected between the bottom plate and the top plate.
As a preferable scheme of the invention, an elastic stop member is further connected between the bottom plate and the top plate, and the hydraulic telescopic structure is located in a placement cavity formed by enclosing the bottom plate, the elastic stop member and the top plate.
As a preferable aspect of the present invention, the surface area of the top plate is larger than the surface area of the bottom plate; and the number of the first and second electrodes,
the surface of the moving component is provided with a bulge, and the lower surface of the bottom plate is provided with a clamping groove matched with the bulge.
As a preferable mode of the present invention, the top plate has a mesh-like structure formed on an upper surface thereof, and a cross section of the mesh-like structure in a vertical direction is formed as a concave structure recessed from both ends toward a middle portion.
The embodiment of the invention has the following advantages:
according to the invention, the steel pipe piles are arranged at intervals, the support racks are arranged at two sides or two ends of the steel pipe piles, the positions of the steel pipe piles and the positions of the support bodies are firstly positioned, then the support bodies are transported to the upper sides of the steel pipe piles in an overhead mode through the support frames, the placing positions of the whole support bodies can be adjusted by means of the movement of the support frames between the steel pipe piles or on the outer sides of the steel pipe piles, after the positions are established, the support bodies are erected on the support racks by reducing the support tools to the low positions, and the whole space utilization rate is improved on the premise of effectively ensuring the stability of the placing positions.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structures, ratios, sizes, and the like shown in the present specification are only used for matching with the contents disclosed in the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions that the present invention can be implemented, so that the present invention has no technical significance, and any structural modifications, changes in the ratio relationship, or adjustments of the sizes, without affecting the effects and the achievable by the present invention, should still fall within the range that the technical contents disclosed in the present invention can cover.
Fig. 1 is a view showing the placement of a steel pipe pile and a support stand on a transport ship according to an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of a vertical support according to an embodiment of the present invention;
FIG. 3 is a schematic structural diagram of a partition support according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a supporting frame according to an embodiment of the present invention;
FIG. 5 is a schematic structural view of a surface of a top plate provided in an embodiment of the present invention;
fig. 6 is a flow chart of a method of loading a duct rack assembly according to an embodiment of the present invention.
In the figure:
1-steel pipe pile; 2-a transport ship; 3-supporting the rack; 5-a bottom plate; 6-a top plate; 7-a hydraulic telescopic structure;
21-side edge reserved area; 22-a placement area;
221-pile body placing interval; 222-gap interval;
41-vertical support body; 42-a partition support;
411-a crossbar; 412-vertical bar; 413-reinforcing ribs;
421-bidirectional hydraulic rod body; 422-arc fastener.
Detailed Description
The present invention is described in terms of particular embodiments, other advantages and features of the invention will become apparent to those skilled in the art from the following disclosure, and it is to be understood that the described embodiments are merely exemplary of the invention and that it is not intended to limit the invention to the particular embodiments disclosed. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 6, the present invention provides a method of shipping a conduit frame assembly comprising:
s100, moving a plurality of steel pipe piles 1 in the conduit frame assembly to a transport ship 2, arranging the steel pipe piles at intervals in parallel and then fixing the steel pipe piles, arranging support racks 3 on two sides and/or two ends of each steel pipe pile 1, wherein the upper end faces of the support racks 3 are higher than the upper end faces of the steel pipe piles 1;
s200, movably arranging a plurality of groups of supporting frames, and placing a frame body in the conduit frame assembly on a supporting tool after the supporting tool is arranged on the plurality of groups of supporting frames in a lifting manner;
s300, lifting the supporting tool to a high position, moving the supporting frame to gaps at two sides and/or two ends of the steel pipe piles 1, and lowering the supporting tool to a low position to enable the frame body to be placed on the supporting rack 3;
s400, moving out the plurality of groups of support frames to finish the shipment of the conduit frame assembly.
Of course, when the support tool is raised to the high position and placed on the transport ship 2, the distance between the upper surface of the support tool and the transport ship 2 is greater than the distance between the upper end surface of the steel pipe pile 1 and the transport ship 2, so that the whole overhead transport process is realized, and when the support tool is lowered to the low position, the distance between the upper surface of the support tool and the transport ship 2 is smaller than the distance between the surface of the support rack 3 and the transport ship 2, so that the support body at the falling part can be moved out.
In a preferred embodiment of the present invention, in order to further ensure the placement stability of the steel pipe pile 1 by positioning, avoid the problems of gravity center inclination, etc., and reserve a better moving position for the movement of the supporting frame, which is convenient for adjusting according to the situation, so as to ensure the stable placement of the frame body, the moving and fixing of the steel pipe pile 1 in step S100 specifically includes:
s101, dividing a side edge reserved area 21 arranged on the outer side and a placing area 22 arranged between the side edge reserved areas 21 on the two sides in the width direction of the transport ship 2, wherein the relative difference of the width of the side edge reserved areas 21 on the two sides is not more than 1/10 of the width of the transport ship 1;
s102, sequentially forming the placement area 22 into a plurality of pile body placement sections 221 and clearance sections 222 in the width direction according to the number and the diameter of the steel pipe piles 1, wherein the width of each pile body placement section 221 is 1-11/10 times of the diameter of the steel pipe pile, and the width of each clearance section 222 is 1/10-1/5 times of the diameter of the steel pipe pile 1;
s103, lifting the steel pipe piles 1 to one of the pile body placing intervals 221 respectively, and fixing the steel pipe piles 1 by adopting a fixing frame assembly. The diagram of the placement position on the transport vessel 2 is shown in detail in fig. 1.
In a further preferred embodiment, in order to perform better fixing arrangement on the steel pipe pile 1, the fixing frame assembly at least includes a vertical support 41 arranged on one side of the steel pipe pile 1 close to the side edge reserved area 21, and a partition support 42 arranged between two adjacent steel pipe piles 1; and, as shown in fig. 2, the vertical support 41 at least includes a vertical column formed by connecting a horizontal rod 411 and a vertical rod 412, the horizontal rod 411 is fixedly connected to the transport ship 2, one side of the vertical rod 412, which faces away from the horizontal rod 411, is abutted to the steel pipe pile 1, and the horizontal rod 411 and the vertical rod 412 are connected through a plurality of reinforcing ribs 413. Of course, the number of the ribs 413 may be reasonably selected according to actual conditions, and it should be noted that, for better stability, the outer surface of the rib 413 may be further provided with a raised reinforcing ring around in the circumferential direction. Further, an included angle formed between the reinforcing ribs 413 and the cross bars 411 or the vertical bars 412 is 30-60 degrees, and a plurality of reinforcing ribs 413 are arranged in parallel and are arranged on the vertical columns at equal intervals.
In another preferred embodiment of the present invention, as shown in fig. 3, the partition supporting body 42 includes a bidirectional hydraulic rod 421 with two ends telescopically arranged, and arc-shaped latches 422 arranged at two ends of the bidirectional hydraulic rod 421. Further, arc card here can be adjusted according to reality according to 422's radian promptly, for example, arc card 422 here can comprise the arc structure of two registries, and for making the arc card 422 of being convenient for and steel-pipe pile 1 contact at first, can inwards tighten up two arc structures relatively, make the cambered surface of whole arc card 422 diminish, after the determination of the flexible position of accomplishing two-way hydraulic pressure body of rod 421, outwards pull two arc structures away from relatively, make whole cambered surface grow, carry out the block to steel-pipe pile 1 better. Of course, the two arc structures are internally provided with stop blocks to avoid separating the two structures in the drawing process.
In another preferred embodiment of the present invention, in order to further improve the moving stability of the entire supporting tool and ensure the stability of the frame body, step S300 specifically includes:
s301, jacking the support tool provided with the support body upwards in parallel to the horizontal plane until the distance between the bottom of the support body and the operating platform is larger than the distance between the upper surface of the support rack 3 and the surface of the transport ship 2;
s302, drawing the supporting tool to the transport ship 2, and enabling the whole supporting tool to move in gaps among the steel pipe piles 1 and/or on two sides of the steel pipe piles 1;
s303, moving the rack body to be at least partially positioned right above the supporting rack 3;
s304, lowering the supporting tool until the distance between the surface of the supporting tool and the surface of the transport ship 2 is smaller than the distance between the surface of the supporting rack 3 and the surface of the transport ship 2.
In another aspect of the embodiment of the present invention, as shown in fig. 4, there is also provided a support frame for the shipping method according to the above, comprising a plurality of moving members, and a box girder assembly telescopically arranged on the plurality of moving members in a vertical direction; wherein the content of the first and second substances,
the box girder assembly comprises a bottom plate 5 clamped on the moving part and a top plate 6 arranged above the bottom plate 5, and a hydraulic telescopic structure 7 is connected between the bottom plate 5 and the top plate 6.
Through such a setting mode, the controllability of the arrangement of the whole supporting frame can be better improved, meanwhile, it needs to be further explained that, here, one bottom plate 5, the hydraulic telescopic structure 7 connected with the bottom plate 5 and the top plate 6 are matched to form one box girder, each moving part can be respectively provided with one box girder, and a plurality of box girders can be connected through connecting pieces to form a box girder assembly.
In order to better improve the overall stability and avoid the problems of slipping of parts in the support frame and the like, the bottom plate 5 and the top plate 6 are connected with an elastic stop part therebetween, and the hydraulic telescopic structure 7 is positioned in a placing cavity formed by enclosing the bottom plate 5, the elastic stop part and the top plate 6. Of course, the elastic stop member here may be made of elastic rubber or the like, so long as it can cooperate with the bottom plate 5 and the top plate 6 to form a closed cavity, the component improves the overall stability of the bottom plate 5 and the top plate 6, avoids the influence on the hydraulic telescopic structure 7 in the operation process, and improves the buffer performance in the ascending and descending processes.
In a group of more preferable embodiments of the invention, in order to make the support frame easy to move as a whole, not easy to rub against the steel pipe pile 1, and the top surface can still better bear the frame body, the surface area of the top plate 6 is larger than that of the bottom plate 5; and the number of the first and second electrodes,
the surface of the moving component is provided with a bulge, and the lower surface of the bottom plate 5 is provided with a clamping groove matched with the bulge.
In a further preferred embodiment, as shown in fig. 5, the upper surface of the top plate 6 is formed as a net structure, and a section of the net structure in the vertical direction is formed as a concave structure recessed from both ends to the middle. Thereby enabling the shelf body to be more stably placed in the middle. Of course, the concave structure with the concave middle part can be further provided with a placing groove and other structures which are matched with the placing surface of the frame body.
Although the invention has been described in detail above with reference to a general description and specific examples, it will be apparent to one skilled in the art that modifications or improvements may be made thereto based on the invention. Accordingly, such modifications and improvements are intended to be within the scope of the invention as claimed.
Claims (4)
1. A method of loading a conduit rack assembly, comprising:
s100, a plurality of steel pipe piles (1) in the conduit frame assembly are moved to a transport ship (2), the steel pipe piles are arranged at intervals in parallel and then fixed, supporting racks (3) are arranged on two sides and/or two ends of each steel pipe pile (1), the upper end faces of the supporting racks (3) are higher than the upper end faces of the steel pipe piles (1), and the steel pipe piles (1) are moved and fixed specifically to include:
s101, dividing a side edge reserved area (21) arranged on the outer side in the width direction of the transport ship (2), and arranging an arranging area (22) between the side edge reserved areas (21) arranged on two sides, wherein the relative difference of the width of the side edge reserved areas (21) on the two sides is not more than 1/10 of the width of the transport ship (2);
s102, sequentially forming the placement area (22) into a plurality of pile body placement sections (221) and clearance sections (222) along the width direction according to the number and the diameter of the steel pipe piles (1), wherein the width of each pile body placement section (221) is 1-11/10 times of the diameter of each steel pipe pile, and the width of each clearance section (222) is 1/10-1/5 times of the diameter of each steel pipe pile (1);
s103, hoisting a plurality of steel pipe piles (1) to one of the pile body placing intervals (221) respectively for placing, and fixing the plurality of steel pipe piles (1) by adopting a fixing frame assembly;
the fixing frame assembly at least comprises a vertical support body (41) arranged on one side, close to the side edge reserved area (21), of the steel pipe pile (1) and a partition support body (42) arranged between every two adjacent steel pipe piles (1); and the number of the first and second electrodes,
the vertical support body (41) at least comprises a vertical column formed by connecting a horizontally arranged cross rod (411) and a vertically arranged vertical rod (412), the cross rod (411) is fixedly connected with the transport ship (2), one surface of the vertical rod (412) back to the cross rod (411) is abutted to the steel pipe pile (1), and the cross rod (411) is connected with the vertical rod (412) through a plurality of reinforcing ribs (413);
s200, movably arranging a plurality of groups of supporting frames, and placing a frame body in the conduit frame assembly on a supporting tool after the supporting tool is arranged on the plurality of groups of supporting frames in a lifting manner;
s300, lifting the supporting tool to a high position, moving the supporting frame to gaps at two sides and/or two ends of the steel pipe piles (1), and lowering the supporting tool to a low position to enable the frame body to be placed on the supporting rack (3);
s400, moving out the plurality of groups of support frames to finish the shipment of the conduit frame assembly.
2. A method of loading a duct rack assembly according to claim 1, characterized in that the angle formed between the reinforcing bars (413) and the cross bars (411) or the vertical bars (412) is 30-60 °, a plurality of reinforcing bars (413) are arranged in parallel and equidistantly on the vertical bars.
3. The method of loading a duct rack assembly of claim 1, wherein the partition support (42) comprises a bi-directional hydraulic rod (421) with two ends telescopically arranged, and arc-shaped clamps (422) arranged at two ends of the bi-directional hydraulic rod (421).
4. The method of shipping a conduit rack assembly of claim 1, wherein step S300 specifically comprises:
s301, jacking the support tool with the frame body in parallel to the horizontal plane upwards until the distance between the bottom of the frame body and the operating platform is larger than the distance between the upper surface of the support rack (3) and the surface of the transport ship (2);
s302, drawing the supporting tool to the transport ship (2), and enabling the whole supporting tool to move in gaps among the steel pipe piles (1) and/or on two sides of the steel pipe piles (1);
s303, moving at least part of the frame body to be positioned right above the supporting rack (3);
s304, reducing the distance between the supporting tool and the surface of the transport ship (2) to be smaller than the distance between the surface of the supporting rack (3) and the surface of the transport ship (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911345661.7A CN111017590B (en) | 2019-12-24 | 2019-12-24 | Shipping method and support frame of conduit frame assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911345661.7A CN111017590B (en) | 2019-12-24 | 2019-12-24 | Shipping method and support frame of conduit frame assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111017590A CN111017590A (en) | 2020-04-17 |
| CN111017590B true CN111017590B (en) | 2022-02-25 |
Family
ID=70212001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911345661.7A Active CN111017590B (en) | 2019-12-24 | 2019-12-24 | Shipping method and support frame of conduit frame assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111017590B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113697533B (en) * | 2021-08-24 | 2023-02-03 | 海阳中集来福士海洋工程有限公司 | Shipping and transporting tool and shipping and transporting method for jacket |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54136093A (en) * | 1978-04-11 | 1979-10-22 | Kawasaki Heavy Ind Ltd | Apparatus for unloading granular material out of ship hold |
| JPS61188292A (en) * | 1985-02-15 | 1986-08-21 | Hitachi Zosen Corp | Method of loading container onto ship |
| CN102602712A (en) * | 2012-03-29 | 2012-07-25 | 武船重型工程有限公司 | Method for shipping of segments of steel box girders by rolling |
| CN107685835A (en) * | 2017-03-21 | 2018-02-13 | 南通蓝岛海洋工程有限公司 | A kind of wind-powered electricity generation steel-pipe pile hoisting transportation technique |
| CN207807314U (en) * | 2017-12-14 | 2018-09-04 | 徐顺平 | A kind of steel structure assembled arthitecutral structure net frame steel pipe processing equipment |
-
2019
- 2019-12-24 CN CN201911345661.7A patent/CN111017590B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54136093A (en) * | 1978-04-11 | 1979-10-22 | Kawasaki Heavy Ind Ltd | Apparatus for unloading granular material out of ship hold |
| JPS61188292A (en) * | 1985-02-15 | 1986-08-21 | Hitachi Zosen Corp | Method of loading container onto ship |
| CN102602712A (en) * | 2012-03-29 | 2012-07-25 | 武船重型工程有限公司 | Method for shipping of segments of steel box girders by rolling |
| CN107685835A (en) * | 2017-03-21 | 2018-02-13 | 南通蓝岛海洋工程有限公司 | A kind of wind-powered electricity generation steel-pipe pile hoisting transportation technique |
| CN207807314U (en) * | 2017-12-14 | 2018-09-04 | 徐顺平 | A kind of steel structure assembled arthitecutral structure net frame steel pipe processing equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111017590A (en) | 2020-04-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202466592U (en) | Tool type guiding pile-sinking device | |
| CN107244382A (en) | The assemble method of lashing bridge and container ship | |
| CN111017590B (en) | Shipping method and support frame of conduit frame assembly | |
| CN110525578A (en) | A kind of gondola mounting device and installation method | |
| CN102535469A (en) | Tool type guiding pile-sinking device | |
| CN112573426A (en) | Partition plate hoisting device for building fabricated building | |
| CN110984637B (en) | Steel structure modular installation method for steelmaking oxygen lance valve station | |
| CN108343252B (en) | Detachable and adjustable multipurpose wall jig frame | |
| CN107675725A (en) | Large-scale component support system conversion equipment and its conversion method | |
| CN111042095B (en) | Jacket folding process, support frame and support assembly | |
| JP6917948B2 (en) | Lifting device for heavy objects and lifting method | |
| JP3539885B2 (en) | Mobile suspension apparatus for furnace body ring block, blast furnace body dismantling method, and blast furnace body construction method | |
| JP6568817B2 (en) | Heating furnace construction method | |
| CN103964300A (en) | Jacking type heightening equipment | |
| CN101780916B (en) | Asynchronous integration lifting method for large containers and internal heavy devices and positioning bracket | |
| CN205116749U (en) | A track strutting arrangement that is used for large -span steel construction wholly to slide | |
| JP2014189182A (en) | Barge type platform for assembly of underwater structure, and construction method for underwater structure | |
| CN102251679B (en) | Construction method | |
| CN205087110U (en) | Special bed -jig of installation of container ship guide rail frame | |
| CN213011602U (en) | Gantry tool for equipment installation and transportation | |
| CN210414501U (en) | Mounting structure of civil engineering pipeline placing frame | |
| CN202689494U (en) | Elevator shaft template support | |
| CN104266482B (en) | A kind of method of docking support for cylinder of rotary kiln in the air | |
| TWI564453B (en) | Assembly equipment for long large steel plate unit and moving method of long large steel plate unit | |
| CN215210583U (en) | Self-walking type pushing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |