CN205686476U - Gantry beam root stiffener on a kind of quarry tipper - Google Patents
Gantry beam root stiffener on a kind of quarry tipper Download PDFInfo
- Publication number
- CN205686476U CN205686476U CN201620648664.3U CN201620648664U CN205686476U CN 205686476 U CN205686476 U CN 205686476U CN 201620648664 U CN201620648664 U CN 201620648664U CN 205686476 U CN205686476 U CN 205686476U
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- gantry beam
- vertical plate
- extension
- pasting board
- girth sheets
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Abstract
The utility model discloses gantry beam root stiffener on a kind of quarry tipper, it is characterized in that: on front side of upper gantry beam root, arrange an anterior triangle box-type member, rear side arranges a rear portion triangle box-type member, making gantry beam longitudinal section overall in up-narrow and down-wide form, the bottom of two triangle box-type members is used for longitudinal beam connected.The beneficial effects of the utility model are: upper gantry beam is orthodrome transition with longeron junction, and STRESS VARIATION is mild, reduce stress and concentrate, meanwhile, upper gantry beam longitudinal section is overall in up-narrow and down-wide form, meets the feature that cantilever beam is up-narrow and down-wide, reasonable stress, intensity is high.
Description
Technical field
This utility model belongs to mining machinery technical field, is specifically related to gantry beam root on a kind of quarry tipper and strengthens
Component.
Background technology
It is big that quarry tipper has load-carrying, the advantage that work efficiency is high, is widely used in large surface mine exploitation and soil
The material transportation of side's construction project.Vehicle frame is the main body bearing part of quarry tipper, is mainly welded by two longerons and some crossbeams
The large-sized structural parts connect.Upper gantry beam is one of topmost crossbeam of vehicle frame, is that the installation of driver's cabin and front suspension supports,
The load of car load more than 1/3rd is born at this, also subject to front suspension system and steering mechanism multiple connecting rod during full-load run
Shock loading.Fig. 1 and Fig. 2 is upper gantry of the prior art girder construction schematic diagram, and Fig. 1 is gantry girder construction in monoblock type, for
Cast structural；Fig. 2 is split type upper gantry girder construction, and split type upper gantry beam is made up of upper gantry beam and lower upper gantry beam, many
For square structure.Prior art longeron welds inside upper gantry beam, and longeron and upper gantry beam root junction are in directly
Angle, causes vehicle frame to form violent stress mutation at upper gantry beam root, in vehicle actual moving process, and upper gantry beam root
Also it is the position that crackle easily occurs.
Utility model content
The purpose of this utility model is to overcome deficiency of the prior art, it is provided that gantry beam root on a kind of quarry tipper
Portion's stiffener, has the advantages that transition of stress is mild, load is reasonably distributed, intensity is high.
For solving prior art problem, the utility model discloses gantry beam root on a kind of quarry tipper and strengthen structure
Part, arranges an anterior triangle box-type member on front side of upper gantry beam root, and rear side arranges a rear portion triangle box structure
Part, makes gantry beam longitudinal section overall in up-narrow and down-wide form, and the bottom of two triangle box-type members is used for longitudinal beam connected.
Preferably, anterior triangle box-type member includes the front extension of gantry beam girth sheets, front pasting board and front vertical plate；Rear portion
Triangle box-type member includes extension after gantry beam girth sheets, rear pasting board and back vertical plate；The upper front extension of gantry beam girth sheets with
Front vertical plate be arranged in parallel, and arranges front pasting board in the middle of it；After upper gantry beam girth sheets, extension be arranged in parallel with back vertical plate, and wherein
Between rear pasting board is set.
Preferably, front pasting board and rear pasting board entirety are the tiles structure with arc bus, and this structure ensures that welding connects
Stress gentle transition at Tou, also can increase fusion length, improves solder design intensity.
Preferably, the two ends of front pasting board and rear pasting board are tongue shape or swallowtail-shaped structure.
Preferably, after the upper front extension of gantry beam girth sheets, front vertical plate, upper gantry beam girth sheets, extension and back vertical plate are three
Dihedral reinforcing plate structure, its hypotenuse is arc.
Preferably, front vertical plate is arranged on the outside of the front extension of gantry beam girth sheets, and back vertical plate is arranged on gantry beam circle
The outside of extension after plate.
This utility model has the advantages that gantry beam and longeron junction are orthodrome transition, and STRESS VARIATION is put down
Slow, reduce stress and concentrate, meanwhile, upper gantry beam longitudinal section is overall in up-narrow and down-wide form, meets cantilever beam up-narrow and down-wide
Feature, reasonable stress, intensity is high.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of upper gantry beam of the prior art；
Fig. 2 is the structural representation of gantry beam on another kind of the prior art；
Fig. 3 is structural side view of the present utility model；
Fig. 4 is structure front view of the present utility model；
Fig. 5 is structure front view of the present utility model；
Fig. 6 is structure top view of the present utility model.
Reference:
Pasting board before 1；2 front vertical plates；Pasting board after 3；4 back vertical plates；Gantry beam on 5；The front extension of 5-1 upper gantry beam girth sheets；5-2
Front web；Extension after 5-3 upper gantry beam girth sheets；6 longerons；6-1 longeron upper cover plate.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is further described.Following example are only used for this is clearly described
The technical scheme of utility model, and protection domain of the present utility model can not be limited with this.
If Fig. 3 is to shown in 6, gantry beam root stiffener on a kind of quarry tipper, cloth on front side of upper gantry beam 5 root
Putting an anterior triangle box-type member, rear side arranges a rear portion triangle box-type member, makes gantry beam 5 longitudinal section overall
In up-narrow and down-wide form, the bottom of two triangle box-type members is used for longitudinal beam connected 6.
Anterior triangle box-type member includes gantry beam girth sheets front extension 5-1, front pasting board 1 and front vertical plate 2, aforementioned three
The bottom of individual parts is connected with the longeron upper cover plate 6-1 on front side of upper gantry beam, rear portion connects with front web 5-2 of upper gantry beam
Connect；Being similar to, rear portion triangle box-type member includes extension 5-3 after gantry beam girth sheets, rear pasting board 3 and back vertical plate 4, aforementioned
The bottom of three parts is connected with the longeron upper cover plate 6-1 on rear side of upper gantry beam, rear portion (does not shows with the rear web of upper gantry beam
Go out) connect.Upper gantry beam girth sheets front extension 5-1 be arranged in parallel with front vertical plate 2, and arranges front pasting board 1 in the middle of it；Upper gantry beam
After girth sheets, extension 5-3 be arranged in parallel with back vertical plate 4, and arranges rear pasting board 3 in the middle of it.Front vertical plate 2 is arranged on gantry beam circle
The outside of plate front extension 5-1, back vertical plate 4 is arranged on the outside of extension 5-3 after gantry beam girth sheets.
Front pasting board 1 and rear pasting board 3 entirety are the tiles structure with arc bus, and this structure ensures should at welding point
Power gentle transition, also can increase fusion length, improves solder design intensity.
The two ends of front pasting board 1 and rear pasting board 3 are tongue shape or swallowtail-shaped structure.
After upper gantry beam girth sheets front extension 5-1, front vertical plate 2, upper gantry beam girth sheets, extension 5-3 and back vertical plate 4 are
Triangle reinforcing plate structure, its hypotenuse is arc, and making longeron 6 is Rouno Cormer Pregrinding Wheel structure with the junction of upper gantry beam 5, compared to directly
Angle transition, is greatly lowered stress mutation, reduces the generation of fatigue crack.
In this utility model, the connected mode of all parts is welding.
The above is only preferred implementation of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of without departing from this utility model know-why, it is also possible to make some improvement and deformation, these change
Enter and deform and also should be regarded as protection domain of the present utility model.
Claims (6)
1. gantry beam root stiffener on a quarry tipper, it is characterised in that: on front side of upper gantry beam root, arrange one
Individual anterior triangle box-type member, rear side is arranged a rear portion triangle box-type member, is made gantry beam longitudinal section entirety present
Narrow lower wide form, the bottom of two triangle box-type members is used for longitudinal beam connected.
Gantry beam root stiffener on a kind of quarry tipper the most according to claim 1, it is characterised in that；Anterior three
Dihedral box-type member includes the front extension of gantry beam girth sheets, front pasting board and front vertical plate；Rear portion triangle box-type member includes
Extension, rear pasting board and back vertical plate after gantry beam girth sheets；The upper front extension of gantry beam girth sheets be arranged in parallel with front vertical plate, and wherein
Between front pasting board is set；After upper gantry beam girth sheets, extension be arranged in parallel with back vertical plate, and arranges rear pasting board in the middle of it.
Gantry beam root stiffener on a kind of quarry tipper the most according to claim 2, it is characterised in that；Front pasting board
Be the tiles structure with arc bus with rear pasting board entirety, this structure ensures stress gentle transition at welding point, also can
Increase fusion length, improve solder design intensity.
Gantry beam root stiffener on a kind of quarry tipper the most according to claim 3, it is characterised in that；Front pasting board
It is tongue shape or swallowtail-shaped structure with the two ends of rear pasting board.
Gantry beam root stiffener on a kind of quarry tipper the most according to claim 4, it is characterised in that；Upper gantry
After the front extension of beam girth sheets, front vertical plate, upper gantry beam girth sheets, extension and back vertical plate are triangle reinforcing plate structure, and its hypotenuse is equal
For arc.
Gantry beam root stiffener on a kind of quarry tipper the most according to claim 5, it is characterised in that；Front vertical plate
Being arranged on the outside of the front extension of gantry beam girth sheets, back vertical plate is arranged on the outside of extension after gantry beam girth sheets.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620648664.3U CN205686476U (en) | 2016-06-28 | 2016-06-28 | Gantry beam root stiffener on a kind of quarry tipper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620648664.3U CN205686476U (en) | 2016-06-28 | 2016-06-28 | Gantry beam root stiffener on a kind of quarry tipper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205686476U true CN205686476U (en) | 2016-11-16 |
Family
ID=57425216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620648664.3U Active CN205686476U (en) | 2016-06-28 | 2016-06-28 | Gantry beam root stiffener on a kind of quarry tipper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205686476U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108001534A (en) * | 2017-12-04 | 2018-05-08 | 广州电力机车有限公司 | A kind of electric transmission dumper frame structure and its design method |
| CN111845948A (en) * | 2020-08-13 | 2020-10-30 | 三一重型装备有限公司 | Frame type frame of mining dump truck |
-
2016
- 2016-06-28 CN CN201620648664.3U patent/CN205686476U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108001534A (en) * | 2017-12-04 | 2018-05-08 | 广州电力机车有限公司 | A kind of electric transmission dumper frame structure and its design method |
| CN111845948A (en) * | 2020-08-13 | 2020-10-30 | 三一重型装备有限公司 | Frame type frame of mining dump truck |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |