CN105460774A - Suspensory rigging for hoisting of land modules - Google Patents
Suspensory rigging for hoisting of land modules Download PDFInfo
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- CN105460774A CN105460774A CN201610007415.0A CN201610007415A CN105460774A CN 105460774 A CN105460774 A CN 105460774A CN 201610007415 A CN201610007415 A CN 201610007415A CN 105460774 A CN105460774 A CN 105460774A
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- 239000000725 suspension Substances 0.000 claims description 7
- 230000007423 decrease Effects 0.000 claims description 6
- 239000000463 material Substances 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 11
- 238000010586 diagram Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000003466 welding Methods 0.000 description 3
- 238000009954 braiding Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004260 weight control Methods 0.000 description 1
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/22—Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Load-Engaging Elements For Cranes (AREA)
Abstract
The invention discloses a suspensory rigging for hoisting of land modules, comprising a top-layer planar structure, a bottom-layer planar structure parallel to the top-layer planar structure, and a longitudinal axis structure for vertically connecting the top-layer planar structure with the bottom-layer planar structure in a three-dimensional way, wherein the length of the bottom-layer planer structure is greater than that of the top-layer planar structure; and the top-layer structure, the bottom-layer structure and the longitudinal axis structure form a three-dimensional trapezoid support structure. The suspensory rigging is mainly used for hoisting of land modules, and by using the tool, the hoisting efficiency is high and materials can be saved.
Description
Technical field
The present invention relates to a kind of lifting with the row of hanging, be specifically related to a kind of land module hoisting row of hanging.
Background technology
At present, both domestic and external is all the handling method of a module suspension bracket of a type, eight suspension centres are had above the row of hanging, four steel rope liftings, all land modules have at most 12 suspension centres, 12 2.5 meters of steel ropes are set below the row of hanging, only need convert steel rope below the row of hanging when handling and just can carry out pipeline system lifting to overall 95 modules.This handling method does not need replacing to hang row, saves replacing construction, and save material, the row of hanging can solve several specification land module hoistings.But, hang parallelism heavier, require higher to cable hoist, can not dismounting easily, very flexible.
Each producer is voluntarily according to the simple frock that respective processing object designs and produces, and the row's of hanging kind, specification are many, comparatively flexible, and expense is low.But frock is simple and easy, be generally single type frock, deficiency in economic performance; Materials application is more, uses single.
It is a kind of in a large number for the important structure of land module hoisting that land module hangs row, and its planform is similar to gap bridge, and market can be bought without formed product, generally need carry out assembled welding by plate cutting and I-beam section, angle steel.The multi-size of land module, module tonnage is heavier, the heaviest 250t, and necessary vertical lifting, quantity 95, and kind has about 10 kinds, and the row of hanging wants the lifting of whole these modules of dual-purpose, and weight also will control within zone of reasonableness.Generally the row's of hanging range of sizes is length is that 30000mm(comprises 28000m, 24000mm, 22000mm etc.) within, (8500mm, 6500mm, 4500mm is comprised) within wide 10000mm, guarantee that a set of frock can contain most of size, being applicable to all land module handlings, is the difficult problem needing solution at present badly.Meanwhile, in the extra large work industry of development, the bottleneck of module hoisting in extra large work module markets, is also faced.
Summary of the invention
The object of the invention is to overcome above-mentioned deficiency, provide a kind of land module hoisting row of hanging, this row of hanging increases Width hanging beam, and increase length direction hangs plaiting and puts, and adopts butt welding to connect, and is applicable to disparate modules lifting.
To achieve these goals, the technical solution used in the present invention is:
A kind of land module hoisting row of hanging, comprise top-most-surface plane structure, with the floor plane structure of described top-most-surface plane parallelism structural with by described top-most-surface plane structure and the floor plane structure three-dimensional longitudinal axis structure be connected up and down, described floor plane scantling length is greater than described top-most-surface plane structure, and top-most-surface plane structure, floor plane structure and longitudinal axis structure form a three-dimensional trapezoid support structure.
Described top-most-surface plane structure comprises the parallel top layer hanging beam of some transverse directions and perpendicular some parallel longitudinal top layer hangs code with described top layer hanging beam.
Described floor plane structure comprises the parallel bottom hanging beam of some transverse directions and perpendicular some parallel longitudinal bottom hangs code with described bottom hanging beam.
Described some top layer hanging beams and some bottom hanging beams parallel correspondence one by one in vertical direction, every root top layer hanging beam all has a corresponding foundation layer hanging beam on same horizontal vertical plane surface, and this horizontal vertical plane surface is vertical at vertical direction with floor plane structure with described top-most-surface plane structure.
Described some top layers hang code and some bottoms and hang code parallel correspondence one by one in vertical direction, every root top layer hangs code all has a corresponding foundation layer to hang code on same longitudinal vertical plane surface, and this longitudinal vertical plane surface is vertical at vertical direction with floor plane structure with described top-most-surface plane structure.
Described longitudinal axis structure comprises some vertical beams, described vertical beam is positioned on above-mentioned horizontal vertical plane surface and longitudinal vertical plane surface, top layer hanging beam on same horizontal vertical plane surface is vertically connected with bottom hanging beam by vertical beam in a longitudinal direction, top layer on same longitudinal vertical plane surface is hung code and hangs code with bottom and be vertically connected in a longitudinal direction by vertical beam, the upper end of described vertical beam is connected to the junction that top layer hanging beam and top layer hang code, and the lower end of vertical beam is connected to the intersection that bottom hanging beam and bottom hang code.
Be positioned on the horizontal vertical plane surface of outermost and be also provided with some vertical beam strength beams, described some vertical beam strength beams become fillet to connect with the top layer hanging beam on this horizontal vertical plane surface with bottom hanging beam, described some vertical beam strength beams are positioned at the both sides of every root vertical beam on this horizontal vertical plane surface respectively between two, and the vertical beam strength beam that vertical beam is adjacent with both sides forms right-angled triangle.
The further improvement project of technique scheme, with hanging, to come on length direction and Width be all that axle distributes axisymmetricly with line of centers in described lifting, described some top layer hanging beams on the Width of top-most-surface plane structure with top-most-surface plane line of centers for axle distributes axisymmetricly, described some top layers hang code on the length direction of top-most-surface plane structure with top-most-surface plane line of centers for axle distributes axisymmetricly, described some bottom hanging beams on the Width of described floor plane structure with floor plane line of centers for axle distributes axisymmetricly, described some bottoms hang code on the length direction of floor plane structure with floor plane line of centers for axle distributes axisymmetricly, described vertical beam and vertical beam strength beam all on the top layer hanging beam of horizontal vertical plane surface and the bearing of trend of bottom hanging beam with the line of centers of horizontal vertical plane surface for axle distributes axisymmetricly.
The further improvement project of technique scheme, with the line of centers on the Width of top-most-surface plane for axis, the parallel distance between described top layer hanging beam successively decreases to both sides step by step; With the line of centers on the length direction of top-most-surface plane for axis, the parallel distance that described top layer hangs between code successively decreases to both sides step by step.
The further improvement project of technique scheme, line of centers on the Width of top-most-surface plane to the distance L1 of adjacent top layer hanging beam be the 2-3 of the spacing L2 of adjacent top layer hanging beam and time adjacent top layer hanging beam doubly, the spacing L2 of adjacent top layer hanging beam and time adjacent top layer hanging beam is time adjacent top layer hanging beam to 1-2 times of the spacing L3 of outside adjacent top layer hanging beam.
The further improvement project of technique scheme, line of centers on the length direction of top-most-surface plane is that adjacent top layer hangs code and time adjacent top layer hangs the 1/2-1 of the spacing A2 of code doubly to the distance A1 that adjacent top layer hangs code, and it is 1-3 times that time adjacent top layer hangs that code hangs the spacing A3 of code to outside adjacent top layer that adjacent top layer hangs the spacing A2 that code and time adjacent top layer hang code.
The further improvement project of technique scheme, described floor plane structure is divided into underlying basis structure and bottom extended configuration, described underlying basis structure is consistent with described top-most-surface plane structure, described bottom extended configuration is the one section of floor plane structure evenly extended on underlying basis structural bottom hanging beam length direction both sides, described bottom extended configuration comprises the bottom extended from underlying basis structure and extends hanging beam and code is hung in bottom extension longitudinally fixing in floor plane structure for described extension hanging beam, the length of described bottom extension hanging beam is the 1/7-1/3 of bottom hanging beam total length, described outside adjacent top layer hangs code and the code corresponding 0.01-0.03 place being positioned at top layer hanging beam and bottom extension hanging beam two ends is respectively hung in bottom extension.
The further improvement project of technique scheme, the length of two adjacent top layer hanging beams in the middle of described top-most-surface plane structure is the 1/10-1/6 of top-most-surface plane total length, this adjacent top layer hanging beam does not run through this top-most-surface plane structure, its with in top-most-surface plane structure two top layers in inner side hang code and be not connected, it ends at the secondary adjacent top layer with top-most-surface plane length direction line of centers in the terminal of top-most-surface plane inside and hangs code, and remaining top layer hanging beam hangs code with all top layers in top-most-surface plane structure and is all connected.
The further improvement project of technique scheme, the length of two adjacent bottom hanging beams in the middle of described floor plane structure is the 1/5-1/4 of floor plane total length, this adjacent bottom hanging beam does not run through this floor plane structure, it hangs code with the adjacent bottom of floor plane length direction line of centers and is not connected, it ends at the secondary adjacent bottom with floor plane length direction line of centers in the terminal of floor plane inside and hangs code, and remaining bottom hanging beam hangs code with all bottoms in floor plane structure and is all connected.
The further improvement project of technique scheme, described code and the corresponding adjacent top layer of hanging with the adjacent bottom of floor plane length direction line of centers is hung between code and is provided with vertical beam reinforced rib, a yard mid point direction is hung by adjacent bottom in described vertical beam reinforced rib lower end, the distance of vertical beam reinforced rib and adjacent vertical beam is equal with the spacing of time adjacent bottom hanging beam adjacent bottom hanging beam to outside, with described adjacent bottom hang code interval time outside bottom hang code and be provided with identical vertical beam reinforced rib.
The further improvement project of technique scheme, the module hoisting row of hanging in described land is provided with 8 suspension centres.Only need change the row's of hanging suspension centre below during loop wheel machine lifting, just can complete the lifting of different size land module, this ensures that there the comfort feature of dismounting.Make this row's of hanging easy accessibility, and place strong adaptability.
The module hoisting row of hanging in land of the present invention increases Width hanging beam, increase length direction hangs plaiting and puts, guarantee that a set of frock can contain most of size, be applicable to all land module handlings, unit is connected by section bar, adopts butt welding to connect, ensure that the row of hanging wants the lifting of whole these modules of dual-purpose, and weight control is within zone of reasonableness, guarantee that the module lifting 250t can not form rigid deformation
The handling of this row's of hanging main terrestrial lands module, uses this frock, and lifting efficiency is high, saves material, eliminates a large amount of manpower and materials.It is by the combination of shaped steel and sheet material, and can lift length is 30000mm, and width is the land module of 10000mm, and intensity is high, and quality is good, and module hoisting is a little indeformable.In addition, have make simple, be applicable to the features such as disparate modules lifting.
Accompanying drawing explanation
Fig. 1 is the row's of hanging top-most-surface plane structural representation;
Fig. 2 is the row's of hanging floor plane structural representation;
The schematic diagram that Fig. 3 is is section with the A axle of Fig. 1;
The schematic diagram that Fig. 4 is is section with the B axle of Fig. 1;
The schematic diagram that Fig. 5 is is section with the C axle of Fig. 1;
The schematic diagram that Fig. 6 is is section with the 1. axle of Fig. 2;
The schematic diagram that Fig. 7 is is section with the 2. axle of Fig. 1;
The schematic diagram that Fig. 8 is is section with the 3. axle of Fig. 1;
The schematic diagram that Fig. 9 is is section with the 4. axle of Fig. 1.
Detailed description of the invention
As accompanying drawing 1-9, a kind of land module hoisting row of hanging, be provided with 8 suspension centres, comprise top-most-surface plane structure, with the floor plane structure of top-most-surface plane parallelism structural with by top-most-surface plane structure and the floor plane structure three-dimensional longitudinal axis structure be connected up and down, floor plane scantling length is greater than described top-most-surface plane structure, and top-most-surface plane structure, floor plane structure and longitudinal axis structure form a three-dimensional trapezoid support structure.
Top-most-surface plane structure comprises the parallel top layer hanging beam of some transverse directions and perpendicular some parallel longitudinal top layer hangs code with top layer hanging beam.
Floor plane structure comprises the parallel bottom hanging beam of some transverse directions and perpendicular some parallel longitudinal bottom hangs code with bottom hanging beam.
Some top layer hanging beams and some bottom hanging beams parallel correspondence one by one in vertical direction, every root top layer hanging beam all has a corresponding foundation layer hanging beam on same horizontal vertical plane surface 5, and this horizontal vertical plane surface 5 is vertical at vertical direction with floor plane structure with top-most-surface plane structure.
Some top layers hang code and some bottoms and hang code parallel correspondence one by one in vertical direction, every root top layer hangs code all has a corresponding foundation layer to hang code on same longitudinal vertical plane surface 6, and this longitudinal vertical plane surface 6 is vertical at vertical direction with floor plane structure with top-most-surface plane structure.
Longitudinal axis structure comprises some vertical beams 7, vertical beam 7 is positioned on above-mentioned horizontal vertical plane surface 5 and longitudinal vertical plane surface 6, top layer hanging beam on same horizontal vertical plane surface 5 is vertically connected with bottom hanging beam by vertical beam 7 in a longitudinal direction, top layer on same longitudinal vertical plane surface 6 is hung code and hangs code with bottom and be vertically connected in a longitudinal direction by vertical beam 7, the upper end of vertical beam 7 is connected to the junction that top layer hanging beam and top layer hang code, and the lower end of vertical beam 7 is connected to the intersection that bottom hanging beam and bottom hang code.
Be positioned on the horizontal vertical plane surface 5 of outermost and be also provided with some vertical beam strength beams 8, some vertical beam strength beams 8 become fillet to connect with the top layer hanging beam on this horizontal vertical plane surface 5 with bottom hanging beam, some vertical beam strength beams 8 are positioned at the both sides of every root vertical beam 7 on this horizontal vertical plane surface 5 respectively between two, and the vertical beam strength beam 8 that vertical beam 7 is adjacent with both sides forms right-angled triangle.
Lift with hanging that to come on length direction and Width be all that axle distributes axisymmetricly with line of centers, some top layer hanging beams on the Width of top-most-surface plane structure with top-most-surface plane line of centers for axle distributes axisymmetricly, some top layers hang code on the length direction of top-most-surface plane structure with top-most-surface plane line of centers for axle distributes axisymmetricly, some bottom hanging beams on the Width of described floor plane structure with floor plane line of centers for axle distributes axisymmetricly, some bottoms hang code on the length direction of floor plane structure with floor plane line of centers for axle distributes axisymmetricly, vertical beam 7 and vertical beam strength beam 8 all on the top layer hanging beam of horizontal vertical plane surface 5 and the bearing of trend of bottom hanging beam with the line of centers of horizontal vertical plane surface 5 for axle distributes axisymmetricly.
With the line of centers on the Width of top-most-surface plane for axis, the parallel distance between top layer hanging beam successively decreases to both sides step by step; With the line of centers on the length direction of top-most-surface plane for axis, the parallel distance that top layer hangs between code successively decreases to both sides step by step.
Line of centers on the Width of top-most-surface plane to the distance L1 of adjacent top layer hanging beam 11 be the 2-3 of the spacing L2 of adjacent top layer hanging beam 11 and time adjacent top layer hanging beam 12 doubly, the spacing L2 of adjacent top layer hanging beam 11 and time adjacent top layer hanging beam 12 is time adjacent top layer hanging beams 12 to 1-2 times of the spacing L3 of outside adjacent top layer hanging beam 13.
Line of centers on the length direction of top-most-surface plane is that adjacent top layer hangs code 21 and time adjacent top layer hangs the 1/2-1 of the spacing A2 of code 22 doubly to the distance A1 that adjacent top layer hangs code 21, and it is 1-3 times that time adjacent top layer hangs that code 22 hangs the spacing A3 of code 23 to outside adjacent top layer that adjacent top layer hangs the spacing A2 that code 21 and time adjacent top layer hang code 22.
Floor plane structure is divided into underlying basis structure and bottom extended configuration, underlying basis structure is consistent with top-most-surface plane structure, bottom extended configuration is the one section of floor plane structure evenly extended on underlying basis structural bottom hanging beam length direction both sides, bottom extended configuration comprises the bottom extended from underlying basis structure and extends hanging beam 333 and code 44 is hung in the bottom extension extending hanging beam longitudinally fixing in floor plane structure, the length of bottom extension hanging beam 333 is 1/7-1/3 of bottom hanging beam total length, side adjacent top layer hangs code 23 and the code 44 corresponding 0.01-0.03 place being positioned at top layer hanging beam and bottom extension hanging beam 333 two ends is respectively hung in bottom extension.
The length of two adjacent top layer hanging beams 11 in the middle of top-most-surface plane structure is the 1/10-1/6 of top-most-surface plane total length, this adjacent top layer hanging beam 11 does not run through this top-most-surface plane structure, its with in top-most-surface plane structure two top layers in inner side hang code and be not connected, it ends at the secondary adjacent top layer with top-most-surface plane length direction line of centers in the terminal of top-most-surface plane inside and hangs code 22, and remaining top layer hanging beam hangs code with all top layers in top-most-surface plane structure and is all connected.
The length of two adjacent bottom hanging beams 31 in the middle of floor plane structure is the 1/5-1/4 of floor plane total length, this adjacent bottom hanging beam 31 does not run through this floor plane structure, it hangs code 41 with the adjacent bottom of floor plane length direction line of centers and is not connected, it ends at the secondary adjacent bottom with floor plane length direction line of centers in the terminal of floor plane inside and hangs code 42, and remaining bottom hanging beam hangs code with all bottoms in floor plane structure and is all connected.
Hang code 41 and corresponding adjacent top layer with the adjacent bottom of floor plane length direction line of centers to hang between code 21 and be provided with vertical beam reinforced rib 9, code 41 mid point direction is hung by adjacent bottom in vertical beam reinforced rib 9 lower end, the distance of vertical beam reinforced rib 9 and adjacent vertical beam 7 is equal to the spacing of outside adjacent bottom hanging beam 33 with time adjacent bottom hanging beam 32, and the adjacent bottom time outside bottom that hangs code 41 interval hangs code 43 and is provided with identical vertical beam reinforced rib 9.
Claims (10)
1. the land module hoisting row of hanging, it is characterized in that: comprise top-most-surface plane structure, with the floor plane structure of described top-most-surface plane parallelism structural with by described top-most-surface plane structure and the floor plane structure three-dimensional longitudinal axis structure be connected up and down, described floor plane scantling length is greater than described top-most-surface plane structure, and top-most-surface plane structure, floor plane structure and longitudinal axis structure form a three-dimensional trapezoid support structure;
Described top-most-surface plane structure comprises the parallel top layer hanging beam of some transverse directions and perpendicular some parallel longitudinal top layer hangs code with described top layer hanging beam;
Described floor plane structure comprises the parallel bottom hanging beam of some transverse directions and perpendicular some parallel longitudinal bottom hangs code with described bottom hanging beam;
Described some top layer hanging beams and some bottom hanging beams parallel correspondence one by one in vertical direction, every root top layer hanging beam all has a corresponding foundation layer hanging beam on same horizontal vertical plane surface (5), this horizontal vertical plane surface (5) is vertical at vertical direction with floor plane structure with described top-most-surface plane structure
Described some top layers hang code and some bottoms and hang code parallel correspondence one by one in vertical direction, every root top layer hangs code all has a corresponding foundation layer to hang code on same longitudinal vertical plane surface (6), this longitudinal vertical plane surface (6) is vertical at vertical direction with floor plane structure with described top-most-surface plane structure
Described longitudinal axis structure comprises some vertical beams (7), described vertical beam (7) is positioned on above-mentioned horizontal vertical plane surface (5) and longitudinal vertical plane surface (6), top layer hanging beam on same horizontal vertical plane surface (5) is vertically connected with bottom hanging beam by vertical beam (7) in a longitudinal direction, top layer on same longitudinal vertical plane surface (6) is hung code and hangs code with bottom and be vertically connected in a longitudinal direction by vertical beam (7), the upper end of described vertical beam (7) is connected to the junction that top layer hanging beam and top layer hang code, the lower end of vertical beam (7) is connected to the intersection that bottom hanging beam and bottom hang code,
Be positioned on the horizontal vertical plane surface (5) of outermost and be also provided with some vertical beam strength beams (8), described some vertical beam strength beams (8) become fillet to connect with the top layer hanging beam on this horizontal vertical plane surface (5) with bottom hanging beam, described some vertical beam strength beams (8) are positioned at the both sides of the upper every root vertical beam (7) of this horizontal vertical plane surface (5) respectively between two, and the vertical beam strength beam (8) that vertical beam (7) is adjacent with both sides forms right-angled triangle.
2. a kind of land module hoisting row of hanging according to claim 1, it is characterized in that: with hanging, to come on length direction and Width be all that axle distributes axisymmetricly with line of centers in described lifting, described some top layer hanging beams on the Width of top-most-surface plane structure with top-most-surface plane line of centers for axle distributes axisymmetricly, described some top layers hang code on the length direction of top-most-surface plane structure with top-most-surface plane line of centers for axle distributes axisymmetricly, described some bottom hanging beams on the Width of described floor plane structure with floor plane line of centers for axle distributes axisymmetricly, described some bottoms hang code on the length direction of floor plane structure with floor plane line of centers for axle distributes axisymmetricly, described vertical beam (7) and vertical beam strength beam (8) are all that axle distributes axisymmetricly with the line of centers of horizontal vertical plane surface (5) on the top layer hanging beam of horizontal vertical plane surface (5) and the bearing of trend of bottom hanging beam.
3. a kind of land module hoisting row of hanging according to claim 1, it is characterized in that: with the line of centers on the Width of top-most-surface plane for axis, the parallel distance between described top layer hanging beam successively decreases to both sides step by step; With the line of centers on the length direction of top-most-surface plane for axis, the parallel distance that described top layer hangs between code successively decreases to both sides step by step.
4. a kind of land module hoisting row of hanging according to claim 1 or 3, it is characterized in that: the line of centers on the Width of top-most-surface plane to the distance L1 of adjacent top layer hanging beam (11) be the 2-3 of the spacing L2 of adjacent top layer hanging beam (11) and time adjacent top layer hanging beam (12) doubly, the spacing L2 of adjacent top layer hanging beam (11) and time adjacent top layer hanging beam (12) is time adjacent top layer hanging beam (12) to 1-2 times of the spacing L3 in outside adjacent top layer hanging beam (13).
5. a kind of land module hoisting row of hanging according to claim 1 or 3, it is characterized in that: the line of centers on the length direction of top-most-surface plane is that adjacent top layer hangs code (21) and time adjacent top layer hangs the 1/2-1 of the spacing A2 of code (22) doubly to the distance A1 that adjacent top layer hangs code (21), it is 1-3 times that time adjacent top layer hangs that code (22) hangs the spacing A3 of code (23) to outside adjacent top layer that adjacent top layer hangs the spacing A2 that code (21) and time adjacent top layer hang code (22).
6. a kind of land module hoisting row of hanging according to claim 1, it is characterized in that: described floor plane structure is divided into underlying basis structure and bottom extended configuration, described underlying basis structure is consistent with described top-most-surface plane structure, described bottom extended configuration is the one section of floor plane structure evenly extended on underlying basis structural bottom hanging beam length direction both sides, described bottom extended configuration comprises the bottom extended from underlying basis structure and extends hanging beam (333) and code (44) is hung in bottom extension longitudinally fixing in floor plane structure for described extension hanging beam, the length of described bottom extension hanging beam (333) is the 1/7-1/3 of bottom hanging beam total length, described outside adjacent top layer hang code (23) and bottom extend hang code (44) respectively correspondence be positioned at the 0.01-0.03 place that top layer hanging beam and bottom extend hanging beam (333) two ends.
7. a kind of land module hoisting row of hanging according to claim 1, it is characterized in that: the length of two adjacent top layer hanging beams (11) in the middle of described top-most-surface plane structure is the 1/10-1/6 of top-most-surface plane total length, this adjacent top layer hanging beam (11) does not run through this top-most-surface plane structure, its with in top-most-surface plane structure two top layers in inner side hang code and be not connected, it ends at the secondary adjacent top layer with top-most-surface plane length direction line of centers in the terminal of top-most-surface plane inside and hangs code (22), and remaining top layer hanging beam hangs code with all top layers in top-most-surface plane structure and is all connected.
8. a kind of land module hoisting row of hanging according to claim 1, it is characterized in that: the length of two adjacent bottom hanging beams (31) in the middle of described floor plane structure is the 1/5-1/4 of floor plane total length, this adjacent bottom hanging beam (31) does not run through this floor plane structure, it hangs code (41) with the adjacent bottom of floor plane length direction line of centers and is not connected, it ends at the secondary adjacent bottom with floor plane length direction line of centers in the terminal of floor plane inside and hangs code (42), remaining bottom hanging beam hangs code with all bottoms in floor plane structure and is all connected.
9. a kind of land module hoisting row of hanging according to claim 1, it is characterized in that: described code (41) and the corresponding adjacent top layer of hanging with the adjacent bottom of floor plane length direction line of centers is hung between code (21) and be provided with vertical beam reinforced rib (9), code (41) mid point direction is hung by adjacent bottom in described vertical beam reinforced rib (9) lower end, vertical beam reinforced rib (9) is equal with the spacing of time adjacent bottom hanging beam (32) adjacent bottom hanging beam (33) to outside with the distance of adjacent vertical beam (7), and time outside bottom that described adjacent bottom hangs code (41) interval hangs code (43) and is provided with identical vertical beam reinforced rib (9).
10. a kind of land module hoisting row of hanging according to claim 1, is characterized in that: the described land module hoisting row of hanging is provided with 8 suspension centres.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106202799A (en) * | 2016-07-22 | 2016-12-07 | 惠生（南通）重工有限公司 | A kind of multipoint hoisting computational methods |
| CN108557627A (en) * | 2018-05-25 | 2018-09-21 | 浙江交工集团股份有限公司 | The integral type suspender of prefabricated part hanging in bale handle station |
| CN110271946A (en) * | 2019-06-24 | 2019-09-24 | 中船澄西船舶修造有限公司 | A kind of 80 tons of modular unit hanging rows |
| CN113896084A (en) * | 2021-08-26 | 2022-01-07 | 舟山长宏国际船舶修造有限公司 | Single loop wheel machine hoist and mount overlength fan blade gallows |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201172574Y (en) * | 2008-03-19 | 2008-12-31 | 中铁十三局集团有限公司 | Precast beam reinforced bar hoisting rack |
| JP2009190820A (en) * | 2008-02-13 | 2009-08-27 | Shimizu Corp | Lifting tool and lifting method of reinforcing bar |
| CN201473172U (en) * | 2009-08-31 | 2010-05-19 | 中国石油化工集团公司 | Detachably combined balance beam used for lifting |
| CN102320515A (en) * | 2011-08-23 | 2012-01-18 | 浙江正和造船有限公司 | Suspension apparatus of ship main engine |
| CN102556829A (en) * | 2012-02-08 | 2012-07-11 | 中国电力科学研究院 | Hoisting rack for hoisting and mounting condenser shell module |
| CN203474284U (en) * | 2013-09-05 | 2014-03-12 | 卓然(靖江)设备制造有限公司 | Lifting equalizing beam for module of petrochemical industrial furnace |
| CN204096884U (en) * | 2014-07-18 | 2015-01-14 | 江苏扬子江船厂有限公司 | Pipe unit suspension bracket |
-
2016
- 2016-01-07 CN CN201610007415.0A patent/CN105460774B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009190820A (en) * | 2008-02-13 | 2009-08-27 | Shimizu Corp | Lifting tool and lifting method of reinforcing bar |
| CN201172574Y (en) * | 2008-03-19 | 2008-12-31 | 中铁十三局集团有限公司 | Precast beam reinforced bar hoisting rack |
| CN201473172U (en) * | 2009-08-31 | 2010-05-19 | 中国石油化工集团公司 | Detachably combined balance beam used for lifting |
| CN102320515A (en) * | 2011-08-23 | 2012-01-18 | 浙江正和造船有限公司 | Suspension apparatus of ship main engine |
| CN102556829A (en) * | 2012-02-08 | 2012-07-11 | 中国电力科学研究院 | Hoisting rack for hoisting and mounting condenser shell module |
| CN203474284U (en) * | 2013-09-05 | 2014-03-12 | 卓然(靖江)设备制造有限公司 | Lifting equalizing beam for module of petrochemical industrial furnace |
| CN204096884U (en) * | 2014-07-18 | 2015-01-14 | 江苏扬子江船厂有限公司 | Pipe unit suspension bracket |
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| CN106202799A (en) * | 2016-07-22 | 2016-12-07 | 惠生（南通）重工有限公司 | A kind of multipoint hoisting computational methods |
| CN108557627A (en) * | 2018-05-25 | 2018-09-21 | 浙江交工集团股份有限公司 | The integral type suspender of prefabricated part hanging in bale handle station |
| CN110271946A (en) * | 2019-06-24 | 2019-09-24 | 中船澄西船舶修造有限公司 | A kind of 80 tons of modular unit hanging rows |
| CN110271946B (en) * | 2019-06-24 | 2024-03-19 | 中船澄西船舶修造有限公司 | 80 ton module unit hangs row |
| CN113896084A (en) * | 2021-08-26 | 2022-01-07 | 舟山长宏国际船舶修造有限公司 | Single loop wheel machine hoist and mount overlength fan blade gallows |
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| CN105460774B (en) | 2017-10-03 |
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