CN205634649U - Purlin derrick crane girder - Google Patents

Purlin derrick crane girder Download PDF

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Publication number
CN205634649U
CN205634649U CN201620389523.4U CN201620389523U CN205634649U CN 205634649 U CN205634649 U CN 205634649U CN 201620389523 U CN201620389523 U CN 201620389523U CN 205634649 U CN205634649 U CN 205634649U
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China
Prior art keywords
steel
mouth
welded
beam body
outside framework
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Active
Application number
CN201620389523.4U
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Chinese (zh)
Inventor
刘辉
赵永耀
郭长宇
田豪
张鑫
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Henan Dafang Heavy Machinery Co Ltd
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Henan Dafang Heavy Machinery Co Ltd
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Priority to CN201620389523.4U priority Critical patent/CN205634649U/en
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Publication of CN205634649U publication Critical patent/CN205634649U/en
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Abstract

The utility model discloses a purlin derrick crane's girder, including outer frame, the I -steel and a plurality of that sets up along the outer frame length direction on under outer frame centre evenly sets up the connecting piece between frame and I -steel along the frame length direction on, this structure front face area in the use is little and the dead weight is lighter, perpendicular rigidity and horizontal rigidity can satisfy the use, the upper cover plate that closes the web by two parallel arrangement's web and lid when the I -steel and the roof beam that apron is down formed personally experience sth. Part of the body when replacing, the intensity and the decurrent tensile stress of electric block operation have been guaranteed, the two advantage of truss girder and box girder has been assembleed to the girder that makes this purlin derrick crane.

Description

A kind of Lattice Crane girder
Technical field
This utility model relates to crane field, is specifically related to a kind of Lattice Crane girder.
Background technology
Single girder door machine typically uses box structure, and in use front face area is big, deadweight is relatively big and horizontal rigidity is less, there is the potential safety hazard of use process.
Summary of the invention
The technical problems to be solved in the utility model is to provide that a kind of intensity is reliable, good stability, and in use front face area is little, vertical stiffness and horizontal rigidity disclosure satisfy that use, and the truss girder of the lighter crane of deadweight.
This utility model adopts the following technical scheme that for solving above-mentioned technical problem, a kind of Lattice Crane girder, it is characterized in that: include outside framework, the I-steel immediately below outside framework centre and multiple connector being uniformly arranged between framework and I-steel along lengths of frame direction it is arranged at along outside framework length direction, described outside framework includes upper frame, underframe and head rod composition, upper frame is made up of the second connecting rod connection and two cross tubes be arrangeding in parallel by inside two ends, underframe is made up of the second connecting rod connection and two sheer poles be arrangeding in parallel by inside two ends, cross tube and sheer pole are by being welded in the riser both sides channel-section steel composition in form mouth to mouth;Described second connecting rod is made up of the channel-section steel welded in form mouth to mouth;The plurality of head rod one end being made up of the channel-section steel welded in form mouth to mouth is vertically installed in cross tube lower surface, and the other end is vertically installed in sheer pole upper surface, and is uniformly distributed on the length direction of framework;Described connector is made up of two two angle steel in back-to-back form, and one end of angle steel is connected to the lower surface of cross tube by connecting plate, and the other end is connected to I-steel upper surface;Another angle steel one end is connected to the lower surface of another cross tube by connecting plate, and the other end is connected to I-steel upper surface.
Further preferably, described I-steel is replaced by fine strain of millet body, and described beam body includes two webs be arrangeding in parallel and the upper cover plate covering web and lower cover composition, and the width of described upper cover plate and lower cover is all higher than the width of two web spacings.
Further preferably, between angle steel with beam body, the sketch plate by arranging is connected, and the otic placode of two projections is arranged at described sketch plate top, and bottom is provided with and the draw-in groove of beam body first half cross-sectional area same shape, angle steel is fixing to be welded on otic placode, and the beam body first half is fixing to be welded in draw-in groove.
This utility model intensity is reliable, good stability, and in use front face area is little, vertical stiffness and horizontal rigidity disclosure satisfy that use, and deadweight is lighter.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation,
Fig. 2 is beam body structural representation in this utility model,
Fig. 3 is sketch plate structural representation in this utility model.
Drawing illustrates: 1, outside framework, 2, I-steel, 3, connector, 4, upper frame, 5, underframe, 6, head rod, 7, the second connecting rod, 8, cross tube, 9, sheer pole, 10, beam body, 11, upper cover plate, 12, lower cover, 13, web, 14, sketch plate, 15, otic placode, 16, draw-in groove, 17, connecting plate, 18, riser.
Detailed description of the invention
The technical solution of the utility model is described in detail in conjunction with accompanying drawing, a kind of Lattice Crane girder, including outside framework 1, the I-steel 2 immediately below outside framework 1 centre and multiple connector 3 being uniformly arranged between framework and I-steel 2 along outside framework 1 length direction it is arranged at along outside framework 1 length direction, described outside framework 1 includes upper frame 4, underframe 5 and head rod 6 form, upper frame 4 is made up of the second cross tube 8 that connecting rod 7 connects and two be arranged in parallel by inside two ends, underframe 5 is made up of the second sheer pole 9 that connecting rod 7 connects and two be arranged in parallel by inside two ends, cross tube 8 and sheer pole 9 are by being welded in riser 18 both sides channel-section steel composition in form mouth to mouth;Described second connecting rod 7 is made up of the channel-section steel welded in form mouth to mouth;The plurality of head rod 6 one end being made up of the channel-section steel welded in form mouth to mouth is vertically installed in cross tube 8 lower surface, and the other end is vertically installed in sheer pole 9 upper surface, and is uniformly distributed on the length direction of framework;Described connector 3 is made up of two two angle steel in back-to-back form, and one end of angle steel is connected to the lower surface of cross tube 8 by connecting plate 17, and the other end is connected to I-steel 2 upper surface;Another angle steel one end is connected to the lower surface of another cross tube 8 by connecting plate 17, and the other end is connected to I-steel 2 upper surface;This structure in use front face area is little and deadweight is relatively light, and vertical stiffness and horizontal rigidity disclosure satisfy that use.
Described I-steel 2 is replaced by fine strain of millet body 10, described beam body 10 includes that two webs 13 be arrangeding in parallel and upper cover plate 11 and the lower cover 12 covering web 13 form, the width of described upper cover plate 11 and lower cover 12 is all higher than the width of two web 13 spacings, by being replaced I-steel by beam body 10, when lower cover 12 hangs electric block, it is ensured that the intensity of electric block operation and downward tension.
Between angle steel with beam body 10, the sketch plate 14 by arranging is connected, the otic placode 15 of two projections is arranged at described sketch plate 14 top, bottom is provided with and the draw-in groove 16 of beam body 10 first half cross-sectional area same shape, angle steel is fixing to be welded on otic placode 15, beam body 10 first half is fixing to be welded in draw-in groove 16, add the length of angle welding between former angle steel and beam body 10, the reinforcement girder of this Lattice Crane.
Of the present utility model ultimate principle has more than been shown and described; principal character and advantage; on the premise of without departing from this utility model spirit and scope, this utility model also has various changes and modifications, and these changes and improvements both fall within claimed scope of the present utility model.

Claims (3)

1. a Lattice Crane girder, it is characterized in that: include outside framework (1), the I-steel (2) immediately below outside framework (1) centre and multiple connector (3) being uniformly arranged on along outside framework (1) length direction between framework and I-steel (2) it is arranged at along outside framework (1) length direction, described outside framework (1) includes upper frame (4), underframe (5) and head rod (6) composition, upper frame (4) is made up of the second connecting rod (7) connection and two cross tubes be arrangeding in parallel (8) by inside two ends, underframe (5) is made up of the second connecting rod (7) connection and two sheer poles be arrangeding in parallel (9) by inside two ends, cross tube (8) and sheer pole (9) are by being welded in riser (18) both sides channel-section steel composition in form mouth to mouth;Described second connecting rod (7) is made up of the channel-section steel welded in form mouth to mouth;The plurality of head rod (6) one end being made up of the channel-section steel welded in form mouth to mouth is vertically installed in cross tube (8) lower surface, and the other end is vertically installed in sheer pole (9) upper surface, and is uniformly distributed on the length direction of framework;Described connector (3) is made up of two two angle steel in back-to-back form, and one end of angle steel is connected to the lower surface of cross tube (8) by connecting plate (17), and the other end is connected to I-steel (2) upper surface;Another angle steel one end is connected to the lower surface of another cross tube (8) by connecting plate (17), and the other end is connected to I-steel (2) upper surface.
A kind of Lattice Crane girder the most according to claim 1, it is characterized in that: described I-steel (2) is replaced by beam body (10), described beam body (10) includes two webs be arrangeding in parallel (13) and the upper cover plate (11) covering web (13) and lower cover (12) composition, and the width of described upper cover plate (11) and lower cover (12) is all higher than the width of two web (13) spacings.
A kind of Lattice Crane girder the most according to claim 1, it is characterized in that: between angle steel with beam body (10), the sketch plate (14) by arranging is connected, the otic placode (15) of two projections is arranged at described sketch plate (14) top, bottom is provided with the draw-in groove (16) with beam body (10) first half cross-sectional area same shape, angle steel is fixing to be welded on otic placode (15), and beam body (10) first half is fixing to be welded in draw-in groove (16).
CN201620389523.4U 2016-05-04 2016-05-04 Purlin derrick crane girder Active CN205634649U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620389523.4U CN205634649U (en) 2016-05-04 2016-05-04 Purlin derrick crane girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620389523.4U CN205634649U (en) 2016-05-04 2016-05-04 Purlin derrick crane girder

Publications (1)

Publication Number Publication Date
CN205634649U true CN205634649U (en) 2016-10-12

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CN201620389523.4U Active CN205634649U (en) 2016-05-04 2016-05-04 Purlin derrick crane girder

Country Status (1)

Country Link
CN (1) CN205634649U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106494999A (en) * 2016-12-13 2017-03-15 常守祥 A kind of light crane girder
CN107082364A (en) * 2017-05-10 2017-08-22 河南新科起重机股份有限公司 Crane beam and crane
CN107458963A (en) * 2017-08-04 2017-12-12 长春市兴泰起重机械有限公司 A kind of integrated main girder construction for single girder crane gear

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106494999A (en) * 2016-12-13 2017-03-15 常守祥 A kind of light crane girder
CN107082364A (en) * 2017-05-10 2017-08-22 河南新科起重机股份有限公司 Crane beam and crane
CN107458963A (en) * 2017-08-04 2017-12-12 长春市兴泰起重机械有限公司 A kind of integrated main girder construction for single girder crane gear

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