CN105460774B - A kind of land module hoisting row of hanging - Google Patents
A kind of land module hoisting row of hanging Download PDFInfo
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- CN105460774B CN105460774B CN201610007415.0A CN201610007415A CN105460774B CN 105460774 B CN105460774 B CN 105460774B CN 201610007415 A CN201610007415 A CN 201610007415A CN 105460774 B CN105460774 B CN 105460774B
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- 230000002787 reinforcement Effects 0.000 claims description 12
- 239000000725 suspension Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 6
- 230000007423 decrease Effects 0.000 claims description 5
- 239000004744 fabric Substances 0.000 claims 4
- 239000000463 material Substances 0.000 abstract description 6
- 230000015572 biosynthetic process Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000009954 braiding Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007787 solid Substances 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
Abstract
The invention discloses a kind of land module hoisting row of hanging, floor plane structure including top-most-surface plane structure, with top-most-surface plane parallelism structural and by the three-dimensional longitudinal axis structure being connected above and below top-most-surface plane structure and floor plane structure, floor plane structure length is more than top-most-surface plane structure, top-most-surface plane structure, floor plane structure and the three-dimensional trapezoid support structure of longitudinal axis structure formation one.The handling of the row's of hanging main terrestrial lands module, using the frock, lifts efficiency high, saves material.
Description
Technical field
The present invention relates to one kind lifting row of hanging, and in particular to a kind of land module hoisting row of hanging.
Background technology
At present, it is both domestic and external be all a type of one suspension bracket of module handling method, the row of hanging above have eight suspension centres,
Four steel wire rope liftings, all land modules are up to 12 suspension centres, and the row of hanging is provided below 12 2.5 meters of steel wire ropes, hung
The row's of hanging following steel wire rope need to be only converted during fortune just can carry out pipeline system lifting to overall 95 modules.This handling method is not
Need replacing to hang row, save replacing construction, save material, the row of hanging can solve several specification land module hoistings.But
It is that to hang parallelism heavier, higher is required to cable hoist, it is impossible to dismount easily, very flexible.
Each producer is voluntarily according to the simple frock that each processing purpose is designed and produced, and the row's of hanging kind, specification are more, relatively flexible,
Expense is low.But, frock is simple, generally single type frock, deficiency in economic performance；Materials application is more, using single.
It is a kind of important structure for being largely used to land module hoisting that land module, which hangs row, and its planform was similar to
Bridge, in the market can be bought without formed product, typically need to carry out assembled welding by plate cutting and I-steel, angle steel.Land
The multi-size of module, module tonnage is heavier, and most heavy 250t and it is necessary to vertical lifting, quantity 95, species has 10 kinds of left sides
The right side, the row of hanging wants the lifting of these modules of whole dual-purposes, and weight will be also controlled within zone of reasonableness.The general row of hanging size model
It is 30000mm to enclose for length（Including 28000m, 24000mm, 22000mm etc.）Within, within wide 10000mm（Including 8500mm,
6500mm、4500mm）, it is ensured that a set of frock can cover most of size, it is adaptable to which all land module handlings, are current
The problem of urgent need to resolve.Meanwhile, the bottleneck of module hoisting is also faced in the extra large work industry of development, extra large work module markets.
The content of the invention
It is an object of the invention to overcome above-mentioned deficiency, there is provided a kind of land module hoisting row of hanging, the row of hanging increase
Width hanging beam, increase length direction hangs plaiting and put, and is connected using butt welding, it is adaptable to which disparate modules are lifted.
To achieve these goals, the technical solution adopted by the present invention is：
A kind of land module hoisting row of hanging, including top-most-surface plane structure, the bottom with the top-most-surface plane parallelism structural
Planar structure and the longitudinal axis structure by three-dimensional connection above and below the top-most-surface plane structure and floor plane structure, the floor plane
Structure length is more than the top-most-surface plane structure, top-most-surface plane structure, floor plane structure and longitudinal axis structure one solid of formation
Trapezoid support structure.
If the top-most-surface plane structure includes some horizontally-parallel top layer hanging beams and perpendicular with the top layer hanging beam
Do parallel longitudinal top layer and hang code.
If the floor plane structure includes some horizontally-parallel bottom hanging beams and perpendicular with the bottom hanging beam
Do parallel longitudinal bottom and hang code.
If some top layer hanging beams and dry course hanging beam parallel correspondence one by one in vertical direction, every top layer hanging beam are equal
There is corresponding foundation layer hanging beam on same horizontal vertical plane, the horizontal vertical plane and the top-most-surface plane structure and bottom
Layer plane structure is vertical in vertical direction.
If some top layers hang code and dry course and hang code parallel correspondence one by one in vertical direction, it is equal that every top layer hangs code
There is corresponding foundation layer to hang code in same longitudinally perpendicular plane, the longitudinally perpendicular plane and the top-most-surface plane structure and bottom
Layer plane structure is vertical in vertical direction.
The longitudinal axis structure includes some vertical beams, and the vertical beam is located at above-mentioned horizontal vertical plane and longitudinally perpendicular plane
On, vertical beam vertically connects the top layer hanging beam and bottom hanging beam on same horizontal vertical plane in a longitudinal direction, and vertical beam will
Top layer in same longitudinally perpendicular plane hangs code and bottom hangs code and vertically connected in a longitudinal direction, and the upper end of the vertical beam connects
It is connected to top layer hanging beam and top layer hangs the junction of code, the lower end of vertical beam is connected to bottom hanging beam and bottom hangs the intersection of code.
Some vertical beam buttress braces, some vertical beam buttress braces and the horizontal stroke are additionally provided with the horizontal vertical plane of outermost
Connected to the top layer hanging beam on vertical plane with bottom hanging beam into fillet welding, some vertical beam buttress braces are located at the horizontal stroke two-by-two respectively
The both sides of every vertical beam on to vertical plane, the vertical beam vertical beam buttress brace formation right angled triangle adjacent with both sides.
The further improvement project of above-mentioned technical proposal, the lifting with the row of hanging in length and width directions with
Center line is that axle is axisymmetricly distributed, and some top layer hanging beams are on the width of top-most-surface plane structure with top-most-surface plane
Heart line is that axle is axisymmetricly distributed, and some top layers hang code on the length direction of top-most-surface plane structure with top-most-surface plane center
Line be axle be axisymmetricly distributed, if the dry course hanging beam on the width of the floor plane structure with floor plane
Heart line is that axle is axisymmetricly distributed, if the dry course hangs code on the length direction of floor plane structure with floor plane center
Line is that axle is axisymmetricly distributed, and vertical beam and the vertical beam buttress brace is in the top layer hanging beam and bottom hanging beam of horizontal vertical plane
Axisymmetricly it is distributed using the center line of horizontal vertical plane as axle on bearing of trend.
The further improvement project of above-mentioned technical proposal, using the center line on the width of top-most-surface plane as axis, institute
The parallel distance between top layer hanging beam is stated step by step to both sides to successively decrease；Using the center line on the length direction of top-most-surface plane as axis,
The parallel distance that the top layer is hung between code successively decreases to both sides step by step.
Center line on the further improvement project of above-mentioned technical proposal, the width of top-most-surface plane is to adjacent top layer
Hanging beam apart from L1 be 2-3 times between adjacent top layer hanging beam and secondary adjacent top layer hanging beam apart from L2, adjacent top layer hanging beam and time
Between adjacent top layer hanging beam apart from L2 be time adjacent top layer hanging beam between the adjacent top layer hanging beam of outside apart from 1-2 times of L3.
Center line on the further improvement project of above-mentioned technical proposal, the length direction of top-most-surface plane is hung to adjacent top layer
Code is that adjacent top layer hangs code and secondary adjacent top layer hangs 1/2-1 times between code apart from A2 apart from A1, and adjacent top layer hangs code and secondary
Adjacent top layer hang between code apart from A2 be time adjacent top layer hang code hang code to outside adjacent top layer between apart from 1-3 times of A3.
The further improvement project of above-mentioned technical proposal, the floor plane structure is divided into underlying basis structure and bottom prolongs
Structure is opened up, the underlying basis structure is consistent with the top-most-surface plane structure, the bottom extended configuration is in underlying basis knot
One section of floor plane structure that bottom hanging beam length direction both sides on structure uniformly extend, the bottom extended configuration is included the bottom of from
The bottom extended in layer foundation structure extends hanging beam and extends hanging beam bottom longitudinally fixed in floor plane structure by described
Code is hung in extension, and the length of the bottom extension hanging beam is the 1/7-1/3 of bottom hanging beam total length, and the outside adjacent top layer hangs code
Hanging code division with bottom extension Dui Ying be located at the 0.01-0.03 at top layer hanging beam and bottom extension hanging beam two ends.
Two adjacent top layer hanging beams in the middle of the further improvement project of above-mentioned technical proposal, the top-most-surface plane structure
Length is the 1/10-1/6 of top-most-surface plane total length, and the adjacent top layer hanging beam is not through the top-most-surface plane structure, and it is flat with top layer
Most two top layers in inner side hang code and are not attached in the structure of face, and its terminal inside top-most-surface plane is terminated at and top-most-surface plane length side
Code is hung to the adjacent top layer of center line time, remaining top layer hanging beam hangs code with all top layers in top-most-surface plane structure and is connected.
Two adjacent bottom hanging beams in the middle of the further improvement project of above-mentioned technical proposal, the floor plane structure
Length is the 1/5-1/4 of floor plane total length, and the adjacent bottom hanging beam is not through the floor plane structure, itself and floor plane
The adjacent bottom of length direction center line hangs code and is not attached to, and its terminal inside floor plane is terminated at and floor plane length side
Code is hung to the adjacent bottom of center line time, remaining bottom hanging beam hangs code with all bottoms in floor plane structure and is connected.
The further improvement project of above-mentioned technical proposal, the bottom adjacent with floor plane length direction center line hangs code
And corresponding adjacent top layer is hung and vertical beam reinforcement is provided between code, a yard midpoint side is hung in the vertical beam reinforcement lower end by adjacent bottom
To, vertical beam reinforcement is equal to distance between the adjacent bottom hanging beam in outside with secondary adjacent bottom hanging beam with the distance of adjacent vertical beam,
Time outside bottom for hanging code interval with the adjacent bottom hangs code provided with identical vertical beam reinforcement.
The further improvement project of above-mentioned technical proposal, the land module hoisting is with the row of hanging provided with 8 suspension centres.Loop wheel machine is hung
The row's of hanging following suspension centre need to be only changed during dress, it is possible to complete the lifting of different size land module, so ensure that dismounting
Convenience.So that the row's of hanging convenient disassembly, and place strong adaptability.
The land module hoisting of the present invention row of hanging increases width hanging beam, and increase length direction hangs plaiting and put, it is ensured that one
Set frock can cover most of size, it is adaptable to which all land module handlings, unit is connected by section bar, using butt welding
Connection, it is ensured that the row of hanging wants the lifting of these modules of whole dual-purposes, and Weight control is within zone of reasonableness, it is ensured that lifting 250t
Module will not form rigid deformation,
The handling of the row's of hanging main terrestrial lands module, using the frock, lifts efficiency high, saves material, eliminate substantial amounts of
Manpower and materials.It can lift length for 30000mm by the combination of shaped steel and sheet material, and width is 10000mm land mould
Block, and intensity is high, quality is good, and module hoisting is indeformable a little.In addition, being made with having simply, suitable for disparate modules
The features such as lifting.
Brief description of the drawings
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；
Fig. 3 is the schematic diagram using Fig. 1 A axles as section；
Fig. 4 is the schematic diagram using Fig. 1 B axle as section；
Fig. 5 is the schematic diagram using Fig. 1 C axles as section；
Fig. 6 is the schematic diagram using Fig. 2 1. axle as section；
Fig. 7 is the schematic diagram using Fig. 1 2. axle as section；
Fig. 8 is the schematic diagram using Fig. 1 3. axle as section；
Fig. 9 is the schematic diagram using Fig. 1 4. axle as section.
Embodiment
Such as accompanying drawing 1-9, a kind of land module hoisting row of hanging, provided with 8 suspension centres, including top-most-surface plane structure and top layer
The parallel floor plane structure of planar structure and the longitudinal axis knot by three-dimensional connection above and below top-most-surface plane structure and floor plane structure
Structure, floor plane structure length is more than the top-most-surface plane structure, top-most-surface plane structure, floor plane structure and longitudinal axis structure shape
Into a three-dimensional trapezoid support structure.
Top-most-surface plane structure includes some horizontally-parallel top layer hanging beams and flat with the perpendicular some longitudinal directions of top layer hanging beam
Capable top layer hangs code.
Floor plane structure includes some horizontally-parallel bottom hanging beams and flat with the perpendicular some longitudinal directions of bottom hanging beam
Capable bottom hangs code.
If some top layer hanging beams and dry course hanging beam parallel correspondence one by one in vertical direction, every top layer hanging beam has pair
The foundation layer hanging beam answered is on same horizontal vertical plane 5, the horizontal vertical plane 5 and top-most-surface plane structure and floor plane
Structure is vertical in vertical direction.
If some top layers hang code and dry course and hang code parallel correspondence one by one in vertical direction, every top layer, which hangs code, to be had pair
The foundation layer answered hangs code in same longitudinally perpendicular plane 6, the longitudinally perpendicular plane 6 and top-most-surface plane structure and floor plane
Structure is vertical in vertical direction.
Longitudinal axis structure includes some vertical beams 7, and vertical beam 7 is located on above-mentioned horizontal vertical plane 5 and longitudinally perpendicular plane 6, erects
Beam 7 vertically connects the top layer hanging beam and bottom hanging beam on same horizontal vertical plane 5 in a longitudinal direction, and vertical beam 7 will be
Top layer in same longitudinally perpendicular plane 6 hangs code and bottom hangs code and vertically connected in a longitudinal direction, and the upper end of vertical beam 7 is connected to
Top layer hanging beam and top layer hang the junction of code, and the lower end of vertical beam 7 is connected to bottom hanging beam and bottom hangs the intersection of code.
Some vertical beam buttress braces 8, some vertical beam buttress braces 8 and the horizontal stroke are additionally provided with the horizontal vertical plane 5 of outermost
Connected to the top layer hanging beam on vertical plane 5 with bottom hanging beam into fillet welding, some vertical beam buttress braces 8 are located at the transverse direction two-by-two respectively
The both sides of every vertical beam 7 on vertical plane 5, the vertical beam buttress brace 8 formation right angled triangle adjacent with both sides of vertical beam 7.
Lifting is axisymmetricly distributed using center line as axle in length and width directions with the row of hanging, and some top layers are hung
Beam is axisymmetricly distributed on the width of top-most-surface plane structure using top-most-surface plane center line as axle, and some top layers hang code on top
Axisymmetricly it is distributed using top-most-surface plane center line as axle on the length direction of layer plane structure, if dry course hanging beam is in the bottom
Axisymmetricly it is distributed using floor plane center line as axle on the width of planar structure, if dry course hangs code in floor plane knot
Axisymmetricly it is distributed using floor plane center line as axle on the length direction of structure, vertical beam 7 and vertical beam buttress brace 8 are laterally vertical
Axisymmetricly it is distributed using the center line of horizontal vertical plane 5 as axle on the top layer hanging beam of plane 5 and the bearing of trend of bottom hanging beam.
Using the center line on the width of top-most-surface plane as axis, the parallel distance between top layer hanging beam is step by step to both sides
Successively decrease；Using the center line on the length direction of top-most-surface plane as axis, the parallel distance that top layer is hung between code is passed to both sides step by step
Subtract.
Center line on the width of top-most-surface plane is adjacent top layer hanging beam 11 apart from L1 to adjacent top layer hanging beam 11
Between secondary adjacent top layer hanging beam 12 between 2-3 times of L2, adjacent top layer hanging beam 11 and secondary adjacent top layer hanging beam 12 distance
L2 be time adjacent top layer hanging beam 12 between outside adjacent top layer hanging beam 13 apart from 1-2 times of L3.
What center line on the length direction of top-most-surface plane hung code 21 to adjacent top layer is that adjacent top layer hangs code 21 apart from A1
And secondary adjacent top layer hangs 1/2-1 times between code 22 apart from A2, adjacent top layer hangs code 21 and time adjacent top layer hangs the spacing of code 22
It is that time adjacent top layer hangs 1-3 times that code 22 hangs distance A3 between code 23 to outside adjacent top layer from A2.
Floor plane structure is divided into underlying basis structure and bottom extended configuration, underlying basis structure and top-most-surface plane structure
Unanimously, bottom extended configuration is put down for one section of bottom that the bottom hanging beam length direction both sides in underlying basis structure uniformly extend
Face structure, bottom extended configuration includes the bottom extension hanging beam 333 extended from underlying basis structure and will extend hanging beam the bottom of at
Code 44 is hung in the extension of longitudinally fixed bottom in layer plane structure, and the length of bottom extension hanging beam 333 is bottom hanging beam total length
1/7-1/3, side adjacent top layer hangs code 23 and bottom extension is hung code 44 and corresponded to respectively positioned at top layer hanging beam and bottom extension hanging beam 333
At the 0.01-0.03 at two ends.
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,
The adjacent top layer hanging beam 11 is not through the top-most-surface plane structure, and it hangs code not phase with most two top layers in inner side in top-most-surface plane structure
Even, its terminal inside top-most-surface plane terminates at the top layer adjacent with top-most-surface plane length direction center line time and hangs code 22, its
Remaining top layer hanging beam hangs code with all top layers in top-most-surface plane structure and is 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,
The adjacent bottom hanging beam 31 hangs code 41 not through the floor plane structure, its bottom adjacent with floor plane length direction center line
It is not attached to, its terminal inside floor plane terminates at the bottom adjacent with floor plane length direction center line time and hangs code
42, remaining bottom hanging beam hangs code with all bottoms in floor plane structure and is connected.
Bottom adjacent with floor plane length direction center line hang code 41 and corresponding adjacent top layer hang code 21 between be provided with
The midpoint direction of code 41, vertical beam reinforcement 9 and adjacent vertical beam 7 are hung by adjacent bottom in vertical beam reinforcement 9, the lower end of vertical beam reinforcement 9
Distance is equal between distance arrives the adjacent bottom hanging beam 33 in outside with secondary adjacent bottom hanging beam 32, and the interval of code 41 is hung with adjacent bottom
Secondary outside bottom hangs code 43 provided with identical vertical beam reinforcement 9.
Claims (9)
1. a kind of land module hoisting row of hanging, it is characterised in that：Put down including top-most-surface plane structure, with the top-most-surface plane structure
Capable floor plane structure and the longitudinal axis structure by three-dimensional connection above and below the top-most-surface plane structure and floor plane structure, it is described
Floor plane structure length is more than the top-most-surface plane structure, and top-most-surface plane structure, floor plane structure and longitudinal axis structure are formed
One three-dimensional trapezoid support structure；
The top-most-surface plane structure include some horizontally-parallel top layer hanging beams and with perpendicular some vertical of the top layer hanging beam
Code is hung to parallel top layer；
The floor plane structure include some horizontally-parallel bottom hanging beams and with perpendicular some vertical of the bottom hanging beam
Code is hung to parallel bottom；
If some top layer hanging beams and dry course hanging beam parallel correspondence one by one in vertical direction, every top layer hanging beam has pair
The foundation layer hanging beam answered is in same horizontal vertical plane（5）On, the horizontal vertical plane（5）With the top-most-surface plane structure and
Floor plane structure is vertical in vertical direction,
If some top layers hang code and dry course and hang code parallel correspondence one by one in vertical direction, every top layer, which hangs code, to be had pair
The foundation layer answered hangs code in same longitudinally perpendicular plane（6）On, the longitudinally perpendicular plane（6）With the top-most-surface plane structure and
Floor plane structure is vertical in vertical direction,
The longitudinal axis structure includes some vertical beams（7）, the vertical beam（7）Positioned at above-mentioned horizontal vertical plane（5）With it is longitudinally perpendicular
Plane（6）On, vertical beam（7）Will be in same horizontal vertical plane（5）On top layer hanging beam and bottom hanging beam hang down in a longitudinal direction
It is direct-connected to connect, vertical beam（7）Will be in same longitudinally perpendicular plane（6）On top layer hang code and bottom hangs code and vertically connected in a longitudinal direction
Connect, the vertical beam（7）Upper end be connected to top layer hanging beam and top layer hangs the junction of code, vertical beam（7）Lower end be connected to bottom
Hanging beam and bottom hang the intersection of code,
Positioned at the horizontal vertical plane of outermost（5）On be additionally provided with some vertical beam buttress braces（8）, some vertical beam buttress braces（8）
With the horizontal vertical plane（5）On top layer hanging beam and bottom hanging beam connected into fillet welding, some vertical beam buttress braces（8）Respectively
It is located at the horizontal vertical plane two-by-two（5）Upper every vertical beam（7）Both sides, vertical beam（7）The vertical beam buttress brace adjacent with both sides（8）
Right angled triangle is formed, the lifting is axisymmetricly divided using center line as axle in length and width directions with the row of hanging
Cloth, some top layer hanging beams axisymmetricly divide on the width of top-most-surface plane structure using top-most-surface plane center line as axle
Cloth, some top layers are hung code and axisymmetricly divided using top-most-surface plane center line as axle on the length direction of top-most-surface plane structure
Cloth, if the dry course hanging beam on the width of the floor plane structure using floor plane center line as axle axisymmetricly
Distribution, if the dry course is hung code and axisymmetricly divided using floor plane center line as axle on the length direction of floor plane structure
Cloth, the vertical beam（7）With vertical beam buttress brace（8）In horizontal vertical plane（5）Top layer hanging beam and bottom hanging beam extension side
Upwards with horizontal vertical plane（5）Center line be axisymmetricly distributed for axle.
2. a kind of land module hoisting row of hanging according to claim 1, it is characterised in that：With the width side of top-most-surface plane
Upward center line is that the parallel distance between axis, the top layer hanging beam successively decreases to both sides step by step；With the length of top-most-surface plane
Center line on direction is axis, and the parallel distance that the top layer is hung between code successively decreases to both sides step by step.
3. a kind of land module hoisting row of hanging according to claim 1 or 2, it is characterised in that：The width of top-most-surface plane
Center line on direction is to adjacent top layer hanging beam（11）Apart from L1 be adjacent top layer hanging beam（11）With secondary adjacent top layer hanging beam
（12）Between apart from 2-3 times of L2, adjacent top layer hanging beam（11）With secondary adjacent top layer hanging beam（12）Between apart from L2 be time adjacent
Top layer hanging beam（12）To outside adjacent top layer hanging beam（13）Between apart from 1-2 times of L3.
4. a kind of land module hoisting row of hanging according to claim 1 or 3, it is characterised in that：The length of top-most-surface plane
Center line on direction hangs code to adjacent top layer（21）Be that adjacent top layer hangs code apart from A1（21）Code is hung with secondary adjacent top layer
（22）Between apart from 1/2-1 times of A2, adjacent top layer hangs code（21）Code is hung with secondary adjacent top layer（22）Between apart from A2 be time phase
Adjacent top layer hangs code（22）Code is hung to outside adjacent top layer（23）Between apart from 1-3 times of A3.
5. a kind of land module hoisting row of hanging according to claim 1, it is characterised in that：The floor plane structure point
For underlying basis structure and bottom extended configuration, the underlying basis structure is consistent with the top-most-surface plane structure, the bottom
One section of floor plane structure that extended configuration uniformly extends for the bottom hanging beam length direction both sides in underlying basis structure, institute
State the bottom extension hanging beam that bottom extended configuration includes extending from underlying basis structure（333）With by it is described extension hanging beam the bottom of at
Code is hung in the extension of longitudinally fixed bottom in layer plane structure（44）, the bottom extension hanging beam（333）Length be bottom hanging beam
The 1/7-1/3 of total length, in addition to the outside adjacent top layer hang code（23）Code is hung with bottom extension（44）Correspond to and be located at respectively
Top layer hanging beam and bottom extension hanging beam（333）At the 0.01-0.03 at two ends.
6. a kind of land module hoisting row of hanging according to claim 1, it is characterised in that：In the top-most-surface plane structure
Between two adjacent top layer hanging beams（11）Length be top-most-surface plane total length 1/10-1/6, the adjacent top layer hanging beam（11）No
Through the top-most-surface plane structure, it hangs code with most two top layers in inner side in top-most-surface plane structure and is not attached to, and it is in top-most-surface plane
The terminal in portion terminates at the top layer adjacent with top-most-surface plane length direction center line time and hangs code（22）, remaining top layer hanging beam is with pushing up
All top layers in layer plane structure hang code and are connected.
7. a kind of land module hoisting row of hanging according to claim 1, it is characterised in that：In the floor plane structure
Between two adjacent bottom hanging beams（31）Length be floor plane total length 1/5-1/4, the adjacent bottom hanging beam（31）No
Through the floor plane structure, its bottom adjacent with floor plane length direction center line hangs code（41）It is not attached to, it is in bottom
The terminal of internal plane terminates at the bottom adjacent with floor plane length direction center line time and hangs code（42）, remaining bottom hangs
Beam hangs code with all bottoms in floor plane structure and is connected.
8. a kind of land module hoisting row of hanging according to claim 1, it is characterised in that：Also include described flat with bottom
Length direction center line adjacent bottom in face hangs code（41）Code is hung with corresponding adjacent top layer（21）Between be provided with vertical beam reinforcement
（9）, the vertical beam reinforcement（9）Code is hung by adjacent bottom in lower end（41）Midpoint direction, vertical beam reinforcement（9）With adjacent vertical beam
（7）Distance and time adjacent bottom hanging beam（32）To the adjacent bottom hanging beam in outside（33）Between distance it is equal, with the adjacent bottom
Layer hangs code（41）Time outside bottom at interval hangs code（43）It is provided with identical vertical beam reinforcement（9）.
9. a kind of land module hoisting row of hanging according to claim 1, it is characterised in that：The land module hoisting is used
The row of hanging is provided with 8 suspension centres.
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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 |
| 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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| 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 |
| CN102320515B (en) * | 2011-08-23 | 2013-07-31 | 浙江正和造船有限公司 | Suspension apparatus of ship main engine |
| CN102556829B (en) * | 2012-02-08 | 2015-04-01 | 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
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| CN105460774A (en) | 2016-04-06 |
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Denomination of invention: A lifting row for land module hoisting Effective date of registration: 20220519 Granted publication date: 20171003 Pledgee: Nantong Jiangsu rural commercial bank Limited by Share Ltd. Pledgor: WISON(NANTONG) HEAVY INDUSTRY Co.,Ltd. Registration number: Y2022980005940 |
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Denomination of invention: A lifting rack for land module hoisting Effective date of registration: 20221123 Granted publication date: 20171003 Pledgee: Nantong Jiangsu rural commercial bank Limited by Share Ltd. Pledgor: WISON(NANTONG) HEAVY INDUSTRY Co.,Ltd. Registration number: Y2022980023140 |
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Denomination of invention: A lifting rack for land module hoisting Granted publication date: 20171003 Pledgee: Nantong Jiangsu rural commercial bank Limited by Share Ltd. Pledgor: WISON(NANTONG) HEAVY INDUSTRY Co.,Ltd. Registration number: Y2024980004390 |
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Address after: 226000 port industrial zone 3, Nantong Economic and Technological Development Zone, Jiangsu Province Patentee after: Wison Clean Energy Technology Group Co.,Ltd. Country or region after: China Address before: 226009 Jianghai Road 189, Nantong Economic and Technological Development Zone, Nantong City, Jiangsu Province Patentee before: WISON(NANTONG) HEAVY INDUSTRY Co.,Ltd. Country or region before: China |