CN202624032U - Welding structure between sub beam and back bracket inclined brace of concrete mixer - Google Patents

Welding structure between sub beam and back bracket inclined brace of concrete mixer Download PDF

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Publication number
CN202624032U
CN202624032U CN 201220251140 CN201220251140U CN202624032U CN 202624032 U CN202624032 U CN 202624032U CN 201220251140 CN201220251140 CN 201220251140 CN 201220251140 U CN201220251140 U CN 201220251140U CN 202624032 U CN202624032 U CN 202624032U
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CN
China
Prior art keywords
auxiliary girder
poppet
backing plate
diagonal ligament
sub beam
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 201220251140
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Chinese (zh)
Inventor
田伟
赵希望
王增权
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TANGSHAN YATE SPECIAL AUTOMOBILE CO Ltd
Original Assignee
TANGSHAN YATE SPECIAL AUTOMOBILE CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TANGSHAN YATE SPECIAL AUTOMOBILE CO Ltd filed Critical TANGSHAN YATE SPECIAL AUTOMOBILE CO Ltd
Priority to CN 201220251140 priority Critical patent/CN202624032U/en
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Publication of CN202624032U publication Critical patent/CN202624032U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a connecting structure between parts of a concrete mixer, in particular to a welding structure between a sub beam and a back bracket inclined brace of the concrete mixer. The welding structure comprises the sub beam and the back bracket inclined brace, wherein a backing plate is additionally arranged between the sub beam and the back bracket inclined brace. Compared with the prior art, the welding structure between the sub beam and the back bracket inclined brace of the concrete mixer, provided by the utility model, has the advantages as follows: as the backing plate is additionally arranged between the sub beam and the back bracket inclined brace, stress of the connecting structure between the sub beam and the back bracket inclined brace is distributed in a balanced way, so that rigidities on the sub beam and the back bracket inclined brace are enhanced, bending moment and torque resisting capacity is enhanced and open welding accidents of the sub beam are reduced.

Description

Welded structure between mixermobile auxiliary girder and after poppet diagonal ligament
Technical field:
The utility model relates to the connection structure between a kind of mixermobile parts, the welded structure between particularly a kind of mixermobile auxiliary girder and after poppet diagonal ligament.
Background technology:
The concrete mixer truck tank body is installed on the subframe through front and back support.Front and back support is positioned at the subframe rear and front end.Cause subframe to bear tank body through front and back support effect two place's concentrated loads above that.Cause subframe when full-loading condition, to bear bigger moment of flexure and moment of torsion.The after poppet diagonal ligament be connected with the after poppet front end above the auxiliary girder.The after poppet diagonal ligament fuses auxiliary girder and after poppet.Stressing conditions to auxiliary girder has improvement.But fully loaded generous measuring tank body is when the complex road condition long-term use, and near auxiliary girder and after poppet diagonal ligament junction, auxiliary girder still can rupture.Mainly there is following shortcoming in this kind structure:
After poppet integral body is in vehicle rear overhang district, is cantilever design.Auxiliary girder in use produces than macrobending and is out of shape here.And be in the anterior auxiliary girder suspension chassis structural constraint of vehicle rear wheel, be out of shape little.After poppet diagonal ligament two ends distortion difference is big.The after poppet diagonal ligament and above the auxiliary girder junction stress concentration serious.
Auxiliary girder is the rectangle rhs-structure.Its underpart and chassis ridgepole are adjacent to.The outside is connected with chassis ridgepole through thrust plate.Its top is few with inboard constraint.Distortion is big.With after poppet diagonal ligament junction, constraint is few above the auxiliary girder, and distortion is big.
Under above-mentioned 2 combineds action, generous amount Mixer Truck auxiliary girder CRACKING ACCIDENT becomes concrete mixer truck and is prone to the accident of sending out.And early stage cracking mostly occurs above near auxiliary girder and after poppet diagonal ligament junction the auxiliary girder and the inboard.
The utility model content:
The goal of the invention of the utility model is the welded structure that provides in order to reduce auxiliary girder to snap accident between a kind of mixermobile auxiliary girder and after poppet diagonal ligament.
The technical scheme of the utility model is:
Welded structure between a kind of mixermobile auxiliary girder and after poppet diagonal ligament comprises auxiliary girder, after poppet diagonal ligament, sets up backing plate between said auxiliary girder and the after poppet diagonal ligament.
The utility model that adopts technique scheme is compared with prior art: set up backing plate between auxiliary girder and the after poppet diagonal ligament; The connection structure distribution of stress of the two is balanced; Strengthen the rigidity at auxiliary girder and after poppet diagonal ligament place, improve the ability of opposing moment of flexure and moment of torsion, reduce auxiliary girder and snap accident.
The preferred version of the utility model is:
Said backing plate is L type structure.
Top and the inboard face of said auxiliary girder intermittently welds with said backing plate respectively.
Be provided with two chamfers above the said backing plate, the top interrupted welding of this two chamfer and said auxiliary girder.
Said backing plate side is provided with the plug welding hole, the inboard interrupted welding of said plug welding hole and auxiliary girder.
The two ends of said backing plate side are provided with gap, the inboard interrupted welding of this gap and auxiliary girder.
Said after poppet diagonal ligament and backing plate middle part successive welding.
Said backing plate length is greater than ﹥ 800mm.
Said backing plate length is 860 mm.
Description of drawings:
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the cross sectional drawing of auxiliary girder and backing plate connection structure.
Fig. 3 is the front view of backing plate.
Fig. 4 is the birds-eye view of backing plate.
Fig. 5 is the lateral plan of backing plate.
The specific embodiment:
Below in conjunction with embodiment the utility model is detailed:
Welded structure between a kind of mixermobile auxiliary girder and after poppet diagonal ligament is referring to accompanying drawing 1 to accompanying drawing 4, among the figure: auxiliary girder 1, backing plate 2, after poppet diagonal ligament 3, after poppet 4, crossbeam 5, gap 6, plug welding hole 7, top 8, chamfering 9, side 10.
In the present embodiment, set up backing plate 2 between auxiliary girder 1 and the after poppet diagonal ligament 3; Reduce the CRACKING ACCIDENT of auxiliary girder 1.The rear end of after poppet diagonal ligament 3 is connected with after poppet 4; The transversal surface of backing plate 2 is L type structure; Top and the inboard face of auxiliary girder 1 intermittently welds with backing plate 2 respectively.
Backing plate 2 top 8 on two ends be provided with the top interrupted welding of chamfering 9, two chamfers 9 and auxiliary girder 1.The side 10 of backing plate 2 is provided with plug welding hole 7, plug welding hole 7 and auxiliary girder 1 inboard interrupted welding.10 two ends, side of backing plate 2 are provided with gap 6, gap 6 and auxiliary girder 1 inboard interrupted welding; After poppet diagonal ligament 3 and backing plate 2 middle part successive weldings.The length of backing plate 2 is 860 mm.
The rigidity of backing plate 2 is less than auxiliary girder 1 and after poppet diagonal ligament 3; The structural distortion of ability release portion makes the integral structure distribution of stress balanced.
Auxiliary girder 1 is balanced with after poppet diagonal ligament 3 connection structure distributions of stress, strengthens the rigidity at auxiliary girder 1 and after poppet diagonal ligament 3 places, improves the ability of opposing moment of flexure and moment of torsion, reduces the accident of snapping of auxiliary girder 1.
Those skilled in the art technology general knowledge can know, the utility model can be realized through other technical characterictic or the embodiment of essential feature of equivalent substitution.Therefore, above-mentioned disclosed embodiment, just casehistory is not unique.All in the utility model scope or the change that is being equal in the utility model scope all be regarded as within the protection domain of the utility model.

Claims (9)

1. the welded structure between mixermobile auxiliary girder and after poppet diagonal ligament comprises auxiliary girder, after poppet diagonal ligament, it is characterized in that: set up backing plate between said auxiliary girder and the after poppet diagonal ligament.
2. the welded structure between mixermobile auxiliary girder according to claim 1 and after poppet diagonal ligament is characterized in that: said backing plate is L type structure.
3. the welded structure between mixermobile auxiliary girder according to claim 1 and 2 and after poppet diagonal ligament is characterized in that: the top and inboard face of said auxiliary girder intermittently welds with said backing plate respectively.
4. the welded structure between mixermobile auxiliary girder according to claim 1 and 2 and after poppet diagonal ligament is characterized in that: be provided with two chamfers above the said backing plate, the top interrupted welding of this two chamfer and said auxiliary girder.
5. the welded structure between mixermobile auxiliary girder according to claim 1 and 2 and after poppet diagonal ligament is characterized in that: said backing plate side is provided with the plug welding hole, the inboard interrupted welding of said plug welding hole and auxiliary girder.
6. the welded structure between mixermobile auxiliary girder according to claim 1 and 2 and after poppet diagonal ligament is characterized in that: the two ends of said backing plate side are provided with gap, the inboard interrupted welding of this gap and auxiliary girder.
7. the welded structure between mixermobile auxiliary girder according to claim 1 and 2 and after poppet diagonal ligament is characterized in that: said after poppet diagonal ligament and backing plate middle part successive welding.
8. the welded structure between mixermobile auxiliary girder according to claim 1 and 2 and after poppet diagonal ligament is characterized in that: said backing plate length is greater than ﹥ 800mm.
9. the welded structure between mixermobile auxiliary girder according to claim 8 and after poppet diagonal ligament is characterized in that: said backing plate length is 860 mm.
CN 201220251140 2012-05-31 2012-05-31 Welding structure between sub beam and back bracket inclined brace of concrete mixer Expired - Fee Related CN202624032U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220251140 CN202624032U (en) 2012-05-31 2012-05-31 Welding structure between sub beam and back bracket inclined brace of concrete mixer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220251140 CN202624032U (en) 2012-05-31 2012-05-31 Welding structure between sub beam and back bracket inclined brace of concrete mixer

Publications (1)

Publication Number Publication Date
CN202624032U true CN202624032U (en) 2012-12-26

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CN 201220251140 Expired - Fee Related CN202624032U (en) 2012-05-31 2012-05-31 Welding structure between sub beam and back bracket inclined brace of concrete mixer

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103010075A (en) * 2012-12-27 2013-04-03 中国重汽集团柳州运力专用汽车有限公司 Cable-stayed beam assembly of concrete mixer truck frame
CN103863398A (en) * 2014-03-27 2014-06-18 山推建友机械股份有限公司 Improved auxiliary frame of large-earthwork concrete mixing carrier
CN104118475A (en) * 2014-06-29 2014-10-29 广西科亮路桥机械有限公司 Adjustable cable-stayed support of concrete mixing carrier frame

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103010075A (en) * 2012-12-27 2013-04-03 中国重汽集团柳州运力专用汽车有限公司 Cable-stayed beam assembly of concrete mixer truck frame
CN103863398A (en) * 2014-03-27 2014-06-18 山推建友机械股份有限公司 Improved auxiliary frame of large-earthwork concrete mixing carrier
CN103863398B (en) * 2014-03-27 2016-05-18 山推建友机械股份有限公司 A kind of generous amount concrete mixing and transporting car subframe
CN104118475A (en) * 2014-06-29 2014-10-29 广西科亮路桥机械有限公司 Adjustable cable-stayed support of concrete mixing carrier frame

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121226

Termination date: 20150531

EXPY Termination of patent right or utility model