CN106494999A - A kind of light crane girder - Google Patents
A kind of light crane girder Download PDFInfo
- Publication number
- CN106494999A CN106494999A CN201611143488.9A CN201611143488A CN106494999A CN 106494999 A CN106494999 A CN 106494999A CN 201611143488 A CN201611143488 A CN 201611143488A CN 106494999 A CN106494999 A CN 106494999A
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- Prior art keywords
- chord member
- cross bar
- bar
- support bar
- hound
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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
- B66C6/00—Girders, or track-supporting structures, specially adapted for cranes
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to a kind of light crane girder, it includes upper side, upper side is by chord member A, chord member B, cross bar and support bar are constituted, upper side passes through prism A respectively, prism B is connected to downside, downside is by chord member C, chord member D, cross bar and support bar are constituted, prism A, prism B and downside constitute equilateral triangle structure, the bottom surface of equilateral triangle structure is by cross bar B, cross bar C, cross bar D, support bar A and support bar B is constituted, equilateral triangle inside configuration is provided with hound B, one end of hound B is connected on chord member B, it is connected to one end of cross bar A, the other end of hound B is connected on chord member D, it is connected to one end of cross bar D, the present invention has simple structure, lightweight, stable, rigidity is big, easy to process, advantage with low cost.
Description
Technical field
The invention belongs to crane field, and in particular to a kind of crane girder, more particularly to a kind of light crane
Girder.
Background technology
Girder is one of most important part of crane complete machine structure, and main beam structure form mainly has box beam, girder truss, honeybee
Nest beam, box beam mainly carry out the case structure of welding processing by steel plate or I-shaped steel raw material, and it has safe and reliable
Property high, the advantageous feature such as rigidity is big, but the crane of box-beam structure exists relatively costly, from great, wind resistance is relatively poor
Weak point, Honeycomb Beam main side face be isosceles triangle, have honeycomb hole, top and the bottom to have chord member on two skew back waists, adopt
Steel plate is welded, and deadweight and cost are all higher, and girder truss is generally processed by welding procedure using angle steel or I-steel,
Because having low cost, from heavy and light, the advantage such as wind resistance is good and be widely applied, but girder frame structure have rigidity little,
The shortcoming of stability difference is to adapt to across huge, lifting is high, large-tonnage crane use occasion, there is provided a kind of lightweight, rigidity
Greatly, the girder truss of good stability is necessary.
Content of the invention
The invention aims to overcoming the deficiencies in the prior art, and a kind of simple structure is provided, lightweight, operation is steady
Fixed, rigidity is big, easy to process, crane girder with low cost.
The object of the present invention is achieved like this:A kind of light crane girder, it include upper side, described upside
Face is made up of chord member A, chord member B, cross bar and support bar, and described chord member A and chord member B be arranged in parallel, and described upper side is distinguished
Downside is connected to by prism A, prism B, described downside is made up of chord member C, chord member D, cross bar and support bar, institute
The chord member C and chord member D for stating be arranged in parallel, and each parallel to chord member A and chord member B, described prism A is by cross bar A, cross bar B, web member
A and web member B is constituted, and described cross bar A is located in upper side, and described cross bar A two ends are respectively perpendicular and are connected to chord member A and chord member
B, described cross bar B are located in downside, and described cross bar B two ends are respectively perpendicular and are connected to chord member C and chord member D, and described is oblique
Side B is made up of cross bar A, cross bar C, web member C and web member D, and described cross bar C is located in downside, described cross bar C two ends point
Chord member C and chord member D is not vertically connected to, it is be arranged in parallel with cross bar B, described prism A, prism B and downside are constituted
Equilateral triangle structure, the bottom surface of described equilateral triangle structure is by cross bar B, cross bar C, cross bar D, support bar A and support bar B structures
Into described cross bar D is located in downside, and described cross bar D two ends are respectively perpendicular and are connected to chord member C and chord member D, and described props up
Strut A and support bar B are located in downside respectively, and one end of described support bar A is connected on chord member C, is connected to cross bar B
One end, the other end of described support bar A are connected on chord member D, are connected to one end of cross bar D, one end of described support bar B
It is connected on chord member C, is connected to one end of cross bar C, the other end of described support bar B is connected on chord member D, is connected to cross bar
One end of D, described support bar A, support bar B and chord member C constitute isosceles triangle, and described cross bar D one end is connected to this etc.
The top of lumbar triangle shape, its other end are connected to the midpoint on the isosceles triangle base, described equilateral triangle inside configuration
Hound B is provided with, one end of described hound B is connected on chord member B, is connected to one end of cross bar A, described hound
The other end of B is connected on chord member D, is connected to one end of cross bar D, and the equilateral triangle adjacent with described equilateral triangle structure is tied
Hound A is provided with inside structure, and described hound A and hound B is vertically arranged.
Described chord member A, chord member B, chord member C and chord member D are rectangular steel tube.
Described cross bar, web member and support bar are I-steel.
Described hound is angle steel.
Described cross bar, web member, the connected mode of hound and support bar and chord member are welding.
Beneficial effects of the present invention:The present invention adopts four rectangular steel tubes as the basic framework of chord member trussed girder,
Two support bars for intersecting that cross bar connected with cross bar are respectively adopted in the upper and lower side of girder truss framework is connected to chord member, front
Two intersecting web members being respectively adopted on trailing flank and being connected to chord member, cross bar, web member and chord member constitute equilateral triangle structure, overall
From the point of view of, girder truss is made up of a series of equilateral triangle structures, increased the stability of girder truss, and in each positive triangle
One hound is set inside shape, and the setting direction of the hound of the adjacent equilateral triangle in left and right is different, and this design more increases
The rigidity of girder truss and stability, in addition, chord member is higher using square bar stability, web member, support bar, cross bar adopt I-shaped
Steel, hound are designed using angle steel, can be mitigated the weight of whole girder, can be lifted more large-tonnage weight, cross bar, abdomen
Bar, hound and support bar and chord member adopt welding connecting mode so that girder processing and manufacturing get up convenient, in a word, this
Invention has simple structure, and lightweight, stable, rigidity is big, easy to process, advantage with low cost.
Description of the drawings
Fig. 1 is a kind of structural representation of light crane girder of the invention.
Fig. 2 is a kind of A-A views of the structural representation of light crane girder of the invention.
Fig. 3 is a kind of elevation of light crane girder of the invention.
In figure:1st, upper side 2, hound B 3, prism B 4, prism A 5, downside 6, hound A 7, chord member
A 8, cross bar A 9, chord member B 10, web member B 11, chord member C 12, cross bar B 13, web member A 14, chord member D 15, web member D 16, abdomen
Bar C 17, cross bar C 18, support bar B 19, cross bar D 20, support bar A.
Specific embodiment
The present invention is described further below in conjunction with the accompanying drawings.
Embodiment 1
As shown in Fig. 1 ~ Fig. 3, a kind of light crane girder, it include upper side 1, and described upper side 1 is by chord member A7, string
Bar B10, cross bar and support bar are constituted, and described chord member A7 and chord member B10 be arranged in parallel, and described upper side 1 is respectively by tiltedly
Side A4, prism B3 are connected to downside 5, and described downside 5 is made up of chord member C11, chord member D14, cross bar and support bar,
Described chord member C11 and chord member D14 be arranged in parallel, and each parallel to chord member A7 and chord member B10, described prism A4 is by cross bar
A8, cross bar B 12, web member A13 and web member B12 are constituted, and described cross bar A8 is located in upper side 1, described cross bar A8 two ends point
Chord member A7 and chord member B10 is not vertically connected to, described cross bar B 12 is located in downside 5, described 12 two ends of cross bar B difference
Chord member C11 and chord member D14 is vertically connected to, and described prism B3 is by cross bar A8, cross bar C17, web member C16 and web member D15 structures
Into described cross bar C17 is located in downside 5, and described cross bar C17 two ends are respectively perpendicular and are connected to chord member C11 and chord member
D14, it are be arranged in parallel with cross bar B 12, and described prism A4, prism B3 and downside 5 constitute equilateral triangle structure, described
The bottom surface of equilateral triangle structure be made up of cross bar B 12, cross bar C17, cross bar D19, support bar A20 and support bar B18, described
Cross bar D19 is located in downside 5, and described cross bar D19 two ends are respectively perpendicular and are connected to chord member C11 and chord member D14, and described props up
Strut A20 and support bar B18 are located in downside 5 respectively, and one end of described support bar A20 is connected on chord member C11, connection
One end of cross bar B 12, the other end of described support bar A20 is connected on chord member D14, is connected to one end of cross bar D19, institute
The one end for the support bar B18 for stating is connected on chord member C11, is connected to one end of cross bar C17, and described support bar B18's is another
End is connected on chord member D14, is connected to one end of cross bar D19, and described support bar A20, support bar B18 and chord member C11 is constituted
Isosceles triangle, described cross bar D19 one end are connected to the top of the isosceles triangle, and its other end is connected to the isosceles three
The midpoint on angular base, described equilateral triangle inside configuration are provided with hound B2, and one end of described hound B2 connects
On chord member B9, one end of cross bar A8 is connected to, the other end of described hound B2 is connected on chord member D14, is connected to horizontal stroke
One end of bar D19, the equilateral triangle inside configuration adjacent with described equilateral triangle structure are provided with hound A6, and described is oblique
Strut A6 is vertically arranged with hound B2.
The present invention implement when, using four rectangular steel tubes as chord member trussed girder basic framework, girder truss framework
Upper and lower side on two support bars for intersecting that cross bar connected with cross bar be respectively adopted be connected to chord member, on front and back sides point
Chord member is not connected to using two intersecting web members, and cross bar, web member and chord member constitute equilateral triangle structure, on the whole, truss
Beam is made up of a series of equilateral triangle structures, be increased the stability of girder truss, and is set inside each equilateral triangle
A hound is put, the setting direction of the hound of the adjacent equilateral triangle in left and right is different, and this design further increases girder truss
Rigidity and stability, in a word, the present invention have simple structure, lightweight, stable, rigidity is big, easy to process, low cost
Honest and clean advantage.
Embodiment 2
As shown in Fig. 1 ~ Fig. 3, a kind of light crane girder, it include upper side 1, and described upper side 1 is by chord member A7, string
Bar B10, cross bar and support bar are constituted, and described chord member A7 and chord member B10 be arranged in parallel, and described upper side 1 is respectively by tiltedly
Side A4, prism B3 are connected to downside 5, and described downside 5 is made up of chord member C11, chord member D14, cross bar and support bar,
Described chord member C11 and chord member D14 be arranged in parallel, and each parallel to chord member A7 and chord member B10, described prism A4 is by cross bar
A8, cross bar B 12, web member A13 and web member B12 are constituted, and described cross bar A8 is located in upper side 1, described cross bar A8 two ends point
Chord member A7 and chord member B10 is not vertically connected to, described cross bar B 12 is located in downside 5, described 12 two ends of cross bar B difference
Chord member C11 and chord member D14 is vertically connected to, and described prism B3 is by cross bar A8, cross bar C17, web member C16 and web member D15 structures
Into described cross bar C17 is located in downside 5, and described cross bar C17 two ends are respectively perpendicular and are connected to chord member C11 and chord member
D14, it are be arranged in parallel with cross bar B 12, and described prism A4, prism B3 and downside 5 constitute equilateral triangle structure, described
The bottom surface of equilateral triangle structure be made up of cross bar B 12, cross bar C17, cross bar D19, support bar A20 and support bar B18, described
Cross bar D19 is located in downside 5, and described cross bar D19 two ends are respectively perpendicular and are connected to chord member C11 and chord member D14, and described props up
Strut A20 and support bar B18 are located in downside 5 respectively, and one end of described support bar A20 is connected on chord member C11, connection
One end of cross bar B 12, the other end of described support bar A20 is connected on chord member D14, is connected to one end of cross bar D19, institute
The one end for the support bar B18 for stating is connected on chord member C11, is connected to one end of cross bar C17, and described support bar B18's is another
End is connected on chord member D14, is connected to one end of cross bar D19, and described support bar A20, support bar B18 and chord member C11 is constituted
Isosceles triangle, described cross bar D19 one end are connected to the top of the isosceles triangle, and its other end is connected to the isosceles three
The midpoint on angular base, described equilateral triangle inside configuration are provided with hound B2, and one end of described hound B2 connects
On chord member B9, one end of cross bar A8 is connected to, the other end of described hound B2 is connected on chord member D14, is connected to horizontal stroke
One end of bar D19, the equilateral triangle inside configuration adjacent with described equilateral triangle structure are provided with hound A6, and described is oblique
Strut A6 is vertically arranged with hound B2, and described chord member A7, chord member B9, chord member C11 and chord member D14 are rectangular steel tube, institute
Cross bar, web member and the support bar that states is I-steel, and described hound is angle steel, described cross bar, web member, hound and
Strut is welding with the connected mode of chord member.
The present invention implement when, using four rectangular steel tubes as chord member trussed girder basic framework, girder truss framework
Upper and lower side on two support bars for intersecting that cross bar connected with cross bar be respectively adopted be connected to chord member, on front and back sides point
Chord member is not connected to using two intersecting web members, and cross bar, web member and chord member constitute equilateral triangle structure, on the whole, truss
Beam is made up of a series of equilateral triangle structures, be increased the stability of girder truss, and is set inside each equilateral triangle
A hound is put, the setting direction of the hound of the adjacent equilateral triangle in left and right is different, and this design further increases girder truss
Rigidity and stability, in addition, chord member using square bar stability higher, web member, support bar, cross bar adopt I-steel, diagonal brace
Bar is designed using angle steel, can be mitigated the weight of whole girder, can be lifted more large-tonnage weight, cross bar, web member, hound
Welding connecting mode is adopted with support bar and chord member so that girder processing and manufacturing is got up convenient, and in a word, the present invention has knot
Structure is simple, and lightweight, stable, rigidity is big, easy to process, advantage with low cost.
Claims (5)
1. a kind of light crane girder, it includes upper side, it is characterised in that:Described upper side by chord member A, chord member B,
Cross bar and support bar are constituted, and described chord member A and chord member B be arranged in parallel, and described upper side passes through prism A, oblique side respectively
Face B is connected to downside, and described downside is made up of chord member C, chord member D, cross bar and support bar, described chord member C and chord member D
It is arranged in parallel, each parallel to chord member A and chord member B, described prism A is made up of cross bar A, cross bar B, web member A and web member B, institute
The cross bar A for stating is located in upper side, and described cross bar A two ends are respectively perpendicular and are connected to chord member A and chord member B, described cross bar B position
In downside, described cross bar B two ends are respectively perpendicular and are connected to chord member C and chord member D, and described prism B is by cross bar A, horizontal stroke
Bar C, web member C and web member D are constituted, and described cross bar C is located in downside, and described cross bar C two ends are respectively perpendicular and are connected to string
Bar C and chord member D, it is be arranged in parallel with cross bar B, and described prism A, prism B and downside constitute equilateral triangle structure, institute
The bottom surface of the equilateral triangle structure that states is made up of cross bar B, cross bar C, cross bar D, support bar A and support bar B, described cross bar D positions
In downside, described cross bar D two ends are respectively perpendicular and are connected to chord member C and chord member D, described support bar A and support bar B point
Wei Yu not be in downside, one end of described support bar A is connected on chord member C, is connected to one end of cross bar B, described support
The other end of bar A is connected on chord member D, is connected to one end of cross bar D, and one end of described support bar B is connected on chord member C,
One end of cross bar C is connected to, the other end of described support bar B is connected on chord member D, is connected to one end of cross bar D, described
Support bar A, support bar B and chord member C constitute isosceles triangle, and described cross bar D one end is connected to the top of the isosceles triangle,
Its other end is connected to the midpoint on the isosceles triangle base, and described equilateral triangle inside configuration is provided with hound B, institute
The one end for the hound B for stating is connected on chord member B, is connected to one end of cross bar A, and the other end of described hound B is connected to
On chord member D, one end of cross bar D is connected to, the equilateral triangle inside configuration adjacent with described equilateral triangle structure is provided with tiltedly
Strut A, described hound A and hound B are vertically arranged.
2. a kind of light crane girder as claimed in claim 1, it is characterised in that:Described chord member A, chord member B, chord member
C and chord member D are rectangular steel tube.
3. a kind of light crane girder as claimed in claim 1, it is characterised in that:Described cross bar, web member and support
Bar is I-steel.
4. a kind of light crane girder as claimed in claim 1, it is characterised in that:Described hound is angle steel.
5. a kind of light crane girder as claimed in claim 1, it is characterised in that:Described cross bar, web member, hound
Welding is with connected mode of the support bar with chord member.
Priority Applications (1)
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CN201611143488.9A CN106494999A (en) | 2016-12-13 | 2016-12-13 | A kind of light crane girder |
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CN201611143488.9A CN106494999A (en) | 2016-12-13 | 2016-12-13 | A kind of light crane girder |
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CN201611143488.9A Pending CN106494999A (en) | 2016-12-13 | 2016-12-13 | A kind of light crane girder |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108178064A (en) * | 2017-12-31 | 2018-06-19 | 王大方 | A kind of crane truss-like spandrel girder |
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JP2010254398A (en) * | 2009-04-22 | 2010-11-11 | Kobe Steel Ltd | Lattice boom of crane |
JP5323233B1 (en) * | 2012-07-04 | 2013-10-23 | Ihi建機株式会社 | Pillar member for crane front attachment |
US20130291477A1 (en) * | 2012-05-02 | 2013-11-07 | Les Enceintes Acoustiques Unisson Inc. | Structural trusses with monolithic connector plate members |
JP2016037342A (en) * | 2014-08-06 | 2016-03-22 | 株式会社神戸製鋼所 | crane |
CN205634649U (en) * | 2016-05-04 | 2016-10-12 | 河南省大方重型机器有限公司 | Purlin derrick crane girder |
CN106193568A (en) * | 2016-08-26 | 2016-12-07 | 中建三局安装工程有限公司 | Mobile steel truss operating platform |
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2016
- 2016-12-13 CN CN201611143488.9A patent/CN106494999A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2010254398A (en) * | 2009-04-22 | 2010-11-11 | Kobe Steel Ltd | Lattice boom of crane |
US20130291477A1 (en) * | 2012-05-02 | 2013-11-07 | Les Enceintes Acoustiques Unisson Inc. | Structural trusses with monolithic connector plate members |
JP5323233B1 (en) * | 2012-07-04 | 2013-10-23 | Ihi建機株式会社 | Pillar member for crane front attachment |
JP2016037342A (en) * | 2014-08-06 | 2016-03-22 | 株式会社神戸製鋼所 | crane |
CN205634649U (en) * | 2016-05-04 | 2016-10-12 | 河南省大方重型机器有限公司 | Purlin derrick crane girder |
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Title |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108178064A (en) * | 2017-12-31 | 2018-06-19 | 王大方 | A kind of crane truss-like spandrel girder |
CN108178064B (en) * | 2017-12-31 | 2019-05-21 | 哈尔滨工业大学(威海) | A kind of crane truss-like spandrel girder |
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