CN206155262U - Tipper carriage and preceding wall structure thereof - Google Patents
Tipper carriage and preceding wall structure thereof Download PDFInfo
- Publication number
- CN206155262U CN206155262U CN201621118463.9U CN201621118463U CN206155262U CN 206155262 U CN206155262 U CN 206155262U CN 201621118463 U CN201621118463 U CN 201621118463U CN 206155262 U CN206155262 U CN 206155262U
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- wallboard
- longeron
- front wall
- wall construction
- tipper carriage
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- 238000009434 installation Methods 0.000 claims abstract description 36
- 238000010276 construction Methods 0.000 claims description 63
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 abstract 4
- 239000003921 oil Substances 0.000 description 37
- 238000013461 design Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 210000001015 abdomen Anatomy 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010720 hydraulic oil Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 229910000679 solder Inorganic materials 0.000 description 2
- 241000826860 Trapezium Species 0.000 description 1
- 241000276425 Xiphophorus maculatus Species 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model provides a tipper carriage and preceding wall structure thereof. Preceding wall structure includes wallboard, longeron and two crossbeams. The vertical middle part of locating the wallboard of longeron, the longeron link up the upper and lower both ends of wallboard, and the longeron is equipped with the installation department that is used for installing the hydro -cylinder support. The left and right sides at the top of longeron is located respectively to two crossbeams, two the crossbeam flushes each other. The crossbeam is close to the one end of longeron and is connected with the longeron, and the other end outwards extends to the outward flange of wallboard. The tipper carriage includes bottom plate, preceding wall structure, back door and two side walls. Above -mentioned tipper carriage and preceding wall structure thereof is through the installation department that is used for installing the hydro -cylinder support that is equipped with on the longeron. When the hydro -cylinder to different kinds or model, can adjust the hookup location of hydro -cylinder support and installation department as required to can reach general mesh.
Description
Technical field
This utility model be related to one kind can it is preposition install hydraulic oil cylinder automatic unloading equipment, particularly dumper compartment before
Wall construction.
Background technology
Using same type of preposition installing type hydraulic jack, and when changing oil cylinder model, existing dump truck van front wall
Oil cylinder support beam be installed be also required to readjust the setting height(from bottom) and structure of bearing, mounting rail accordingly according to installation requirements
Position and structure.
It is existing to design with regard to preposition installing type lifting dumper vehicle, when different type oil cylinder is selected, because of different type
The setting height(from bottom) of oil cylinder and oil cylinder upper bracket installation approach require different, the corresponding change of design needs of front wall.According to FC（Band
There is outer sleeve）Formula oil cylinder, its cylinder support 20 is usually mounted to front wall middle and upper part, and adopts FE（With spherical hinge lug ring）Formula oil cylinder
When, its cylinder support 20 is usually located at front wall near top.
Meanwhile, when self-discharging carriage body length changes, the oil cylinder of same type is also required to change model to obtain and railway carriage or compartment
The adaptable oil cylinder stroke of body length, so the different setting height(from bottom)s of different model oil cylinder also require that front wall design is carried out it is corresponding
Change.When dumper selects different lift oil cylinder type, same type different model hydraulic pressure lifting oil cylinder, it is required to redesign
Front wall construction, causes the problems such as design cost of front wall construction is higher, and date of delivery is long.
Utility model content
The purpose of this utility model be provide it is a kind of can be applied to polytype oil cylinder and Multiple Type oil cylinder from
Unload compartment and its front wall construction.
A kind of front wall construction of body of tipper carriage, including：
Wallboard；
Longeron, vertically located at the middle part of the wallboard, the upper and lower ends of wallboard described in the longeron insertion, the longeron sets
Have for the installation portion of installation oil cylinder bearing；
Two crossbeams, are respectively arranged on the left and right sides at the top of the longeron, and crossbeam is mutually flush described in two, and the crossbeam is leaned on
One end of the nearly longeron is connected with the longeron, and the other end extends out to the outward flange of the wallboard.
Wherein in an embodiment, the longeron include two vertical beams being oppositely arranged and located at two vertical beams it
Between connecting plate, the installation position on the vertical beam, crossbeam described in two respectively it is corresponding with vertical beam described in two connection, two institutes
State and be interconnected by the connecting plate between crossbeam.
Wherein in an embodiment, the surface of the connecting plate is located at same with the vertical beam away from the surface of the wallboard
In one plane.
Wherein in an embodiment, the both sides of the connecting plate are provided with flanging, and the flanging bends towards the wallboard,
The side of the flanging is connected with the side of the vertical beam.
Wherein in an embodiment, between the vertical beam and the wallboard reinforcement is provided with.
Wherein in an embodiment, the crossbeam is U-shaped steel, and the opening direction of the U-shaped steel is towards the wallboard.
Wherein in an embodiment, also including diagonal brace, one end of the diagonal brace is connected with the crossbeam, and the other end is outside
The outer rim of the wallboard is extended to, the diagonal brace is mutually inclined setting with the longeron.
Wherein in an embodiment, the top of the wallboard is arch, and the front wall construction is along the top of the wallboard
It is provided with the top board of arc.
A kind of body of tipper carriage, including base plate, front wall construction, back door and two side walls, the front wall construction is located at described
One end of base plate, the back door is located at the other end of the base plate relative to the front wall construction, and side wall is respectively equipped with described in two
The both sides of the base plate, and the two ends of the side wall are connected respectively with the front wall construction and the back door.
Wherein in an embodiment, it is characterised in that the angle number of degrees between the front wall construction and the base plate are
100 degree ~ 120 degree.
Above-mentioned body of tipper carriage and its front wall construction, because longeron is the upper and lower side of insertion wallboard, and set on longeron
Have for the installation portion of installation oil cylinder bearing.Installation portion may be incorporated for installing FC（With outer sleeve）Formula cylinder support or FE
（With spherical hinge lug ring）Formula cylinder support.When the oil cylinder for variety classes or model, oil cylinder can be as needed adjusted
Seat and the link position of installation portion, such that it is able to reach general purpose.
Also, oil cylinder stretches lifts the front end of body of tipper carriage, then the installation of the wallboard installation oil cylinder bearing of dumper
Portion is subject to larger pressure, and easily overvoltage is impaired.In above-mentioned front wall construction, installation portion is disposed through the vertical of wallboard upper and lower ends
Beam, and the both sides of longeron are provided with the crossbeam of the insertion wallboard left and right sides, then and longeron and crossbeam are dispersed in can pressure
On whole wallboard, it is ensured that the Stability Analysis of Structures of front wall construction.
For the compartment of different size size, the oil cylinder of different model, cylinder support can adjust oil according to design needs
The link position of cylinder bearing and installation portion.Therefore for the compartment of different model, above-mentioned front wall construction also can be suitable for, it is to avoid weight
The processes such as new design, die sinking, it is easy to make.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the body of tipper carriage of present embodiment；
Fig. 2 is equipped with the structural representation of FC cylinder supports for the front wall construction of body of tipper carriage shown in Fig. 1；
Fig. 3 is structural representation of the front wall construction shown in Fig. 1 equipped with FE cylinder supports；
Fig. 4 is the schematic diagram of front wall construction shown in Fig. 1；
Fig. 5 is the sectional view of the longeron of front wall construction shown in Fig. 4；
Fig. 6 is the three-dimensional structure diagram of front wall construction shown in Fig. 4.
Description of reference numerals is as follows：10th, body of tipper carriage；11st, base plate；12nd, front wall construction；110th, wallboard；120th, longeron；
121st, installation portion；122nd, vertical beam；1221st, 1222, side；123 connecting plates；1231st, weld seam；125th, flanging；130th, crossbeam；13、
Back door；14 side walls；140th, reinforcement；150th, diagonal brace；151st, screw；160th, top board；Cylinder support, 20；21st, FC cylinder supports；
22nd, FE cylinder supports.
Specific embodiment
Embodying this utility model feature will describe in detail in the following description with the exemplary embodiment of advantage.It should be understood that
Be that this utility model can have various changes on different embodiments, it is all without departing from model of the present utility model
Enclose, and explanation therein and diagram are treated as in itself purposes of discussion, and be not used to limit this utility model.
Fig. 1 is referred to, this utility model provides a kind of body of tipper carriage and its front wall construction.Body of tipper carriage 10 includes bottom
Plate 11, front wall construction 12, back door 13 and two side walls 14.Front wall construction 12 is located at the front of dumper travel direction, back door 13
Located at the rear of dumper travel direction.Located at one end of base plate 11, back door 13 sets front wall construction 12 relative to front wall construction 12
In the other end of base plate 11, both walls 14 are respectively equipped with the both sides of base plate 11, and the two ends of side wall 14 respectively with front wall construction 12
And back door 13 connects.Base plate 11, front wall construction 12, back door 13 and two side walls 14 surround an envelope, for bearing goods.Before
Wall construction 12 is used to be connected with oil cylinder, and when oil cylinder is flexible, the front end for making whole body of tipper carriage 10 tilts, in compartment
Goods can incline with compartment, move at back door 13, open back door 13, goods is unloaded automatically.
Front wall construction 12 includes wallboard 110, the crossbeam 130 of longeron 120 and two.
Wallboard 110 is steel plate, with stronger intensity, to ensure the intensity of whole front wall construction 12.
Longeron 120 is vertically located at the middle part of wallboard 110, the upper and lower ends of the insertion wallboard 110 of longeron 120.Insertion is specifically
Refer to that the two ends of longeron 120 are structure as a whole respectively positioned at the upper and lower ends of wallboard 110, and longeron 120.Longeron 120 be provided with for
The installation portion 121 of installation oil cylinder bearing 20.Longeron 120 is the first half near the part of the upper end of wallboard 110, under wallboard 110
The part at end is lower half.Installation portion 121 is located at the first half of longeron 120.Installation portion 121 is can to install FC cylinder supports 21
Or the mounting plane of FE cylinder supports 22.
Fig. 2 and Fig. 3 is referred to, installation portion 121 can be used for installing FC（With outer sleeve）Cylinder support 21 or FE（Carry
Spherical hinge lug ring）Cylinder support 22.Installation portion 121 is the surface of the first half of longeron 120.Specifically, relative to FE cylinder supports 22,
FE cylinder supports 22 are directly welded to connect with longeron 120, and installation portion 121 is that longeron 120 is welded to connect with FE cylinder supports 22
Solder side；Relative to FC oil cylinders, FC cylinder supports 21 are fixedly connected by bolt on mounting plane with longeron 120, are installed
Portion 121 is the joint face that longeron 120 offers bolt hole, and the screw is used to be threadedly coupled with FC cylinder supports 21.
Also, the installation portion 121 located at longeron 120 is arranged along longeron 120, when the installation site of cylinder support 20 is along vertical
When the direction of beam 120 needs adjustment, only position of the cylinder support 20 on installation portion 121 need to be accordingly adjusted, without the need for again
Wall construction 12 can meet use requirement before redesigning.
Two crossbeams 130 are respectively arranged on the left and right sides at the top of longeron 120, and two crossbeams 130 are mutually flush.Crossbeam 130 is leaned on
One end of nearly longeron 120 is connected with longeron 120, and the other end extends out to the outward flange of wallboard 110.Specifically in present embodiment
In, crossbeam 130 is mutually perpendicular to arranged in a crossed manner with longeron 120.Crossbeam 130 and longeron 120 can cover whole faces of wallboard 110
Product, pressure of the oil cylinder to front wall construction 12 is distributed on whole wallboard 110, it is ensured that wallboard 110 can bear larger pressure
Power.
Therefore, above-mentioned front wall construction 12 goes for installing FC cylinder supports 21 or FE cylinder supports 22.Also, upper
In stating front wall construction 12, longeron 120 and crossbeam 130 can be such that pressure is dispersed on whole wallboard 110, it is ensured that front wall construction
12 Stability Analysis of Structures.
Fig. 4 is referred to, specifically in the present embodiment, longeron 120 includes two vertical beams 122 being oppositely arranged and located at two
Connecting plate 123 between individual vertical beam 122.Installation portion 121 is located on vertical beam 122.Vertical beam 122 can be U-shaped steel, I-steel or angle
Steel etc..One side of vertical beam 122 is connected with the surface soldered of wallboard 110, then installation portion 121 is located at another side of vertical beam 122
Face, i.e. vertical beam 122 are mounting plane away from the side on the surface of wallboard 110.It is appreciated that as shown in figure 5, to increase mounting plane
Area, vertical beam 122 is provided with the width of the side 1221 of mounting plane more than the width with the side 1222 of the welding of wallboard 110.
The area of increase mounting plane, on the one hand can facilitate the installation of cylinder support 20, on the other hand increase cylinder support 20 and erect
The contact area of beam 122, is conducive to the transmission of castering action power.
Screw is offered on the mounting plane of vertical beam 122, screw is used to be realized between FC cylinder supports 21 and vertical beam 122
Bolt connection.For FE cylinder supports 22, FE cylinder supports 22 directly can be welded to connect with the mounting plane of vertical beam 122.And
And, for the FC oil cylinders and FE oil cylinders of different model, the corresponding FE cylinder supports 21, FE cylinder supports 22 that adjust are in mounting plane
Position, you can meet the mounting condition of corresponding oil cylinder.
It is concrete to refer to Fig. 4 in the present embodiment, reinforcement 140 is provided between vertical beam 122 and wallboard 110.Vertical beam
122 is angle steel, and angle steel is commonly called as angle bar, is that both sides are orthogonal into angular strip steel.Wherein, a strip of vertical beam 122
Steel are vertical with wallboard 110, and another strip steel are parallel with wallboard 110.Reinforcement 140 is the platy structure of right-angled trapezium.Plus
Vertically on wallboard 110, the vertical right-angle side of reinforcement 140 is connected strong muscle 140 with a strip steel of vertical beam 122.Plus
Strong muscle 140 strengthens the stability that vertical beam 122 is connected with wallboard 110, strengthens the intensity of vertical beam 122.Also, vertical beam 122 can lead to
The increase of reinforcement 140 and the contact area of wallboard 110 are crossed, active force being dispersed on wallboard 110 evenly is made.
It is appreciated that reinforcement 140 is multiple.It is arranged mutually parallel between multiple reinforcements 140 the one of vertical beam 122
Side.
The connection corresponding with two vertical beams 122 respectively of two crossbeams 130.Mutually interconnected by connecting plate 123 between two crossbeams 130
It is logical.When oil cylinder is flexible, when producing active force to cylinder support 20, active force is passed by crossbeam 130 with longeron 120
It is delivered on wallboard 110.But between two vertical beams 122, without medium can transmitting forces, uniform point of influence power
Dissipate.Therefore, connecting plate 123 is provided between two vertical beams 122, connecting plate 123 can connect two vertical beams 122, and make effect
Power can be evenly transferred on crossbeam 130 and longeron 120, it is ensured that wallboard 110 being capable of dispersed active force.
The surface of connecting plate 123 is in the same plane away from the surface of wallboard 110 with vertical beam 122.Vertical beam 122 is away from wall
The surface of plate 110 is the mounting plane of cylinder support 20.When active force is delivered at connecting plate 123 from vertical beam 122, it is ensured that make
The seriality firmly transmitted.Fig. 3 is referred to, also, for FE cylinder supports 22, FE cylinder supports 22 are welded with vertical beam 122
Connect in succession.Due to connecting plate 123 it is in the same plane with the mounting plane of vertical beam 122, then FE cylinder supports 22 and vertical beam 122
The solder side increase being welded to connect, FE cylinder supports 22 can increase weld seam 1231, strengthen FE oil cylinders with the surface of connecting plate 123
The bonding strength of bearing 22.
Concrete to refer to Fig. 5 in the present embodiment, connecting plate 123 can also be arch sheet, the two ends of arch sheet and two
Vertical beam 122 connects respectively, and ensures that the surface of arch sheet flushes with the surface of vertical beam 122.The structure letter of connecting plate 123
It is single, and connecting plate 123 from heavy and light.
It is appreciated that referring to Fig. 6, in other embodiments, the both sides of connecting plate 123 are provided with flanging 125, flanging
125 bend towards wallboard 110, and the side of flanging 125 is connected with the side of vertical beam 122.Flanging 125 is connected with vertical beam 122, strengthens
Contact area between connecting plate 123 and vertical beam 122, is easy to castering action power to uniformly transfer.
Half of the length of connecting plate 123 less than or equal to the length of vertical beam 122.Because installation portion 121 is located at the upper of vertical beam 122
Half portion, then connecting plate 123 connect two vertical beams 122 the first half.The length of connecting plate 123, can less than the length of vertical beam 122
To reduce the weight of whole front wall construction 12.
It is appreciated that longeron 120 can also be structure as a whole, for example, longeron 120 can be U-shaped steel, the opening of U-shaped steel
Direction dorsad wallboard 110.U-shaped steel is welded to connect with wallboard 110, and the two side of U-shaped steel forms installation portion 121.
Crossbeam 130 is U-shaped steel, and the opening direction of U-shaped steel is towards wallboard 110.Two opposing sidewalls of U-shaped steel and wallboard
110 surface soldered connection.It is appreciated that crossbeam 130 can also be rectangular steel pipe, angle steel etc..
Fig. 4 is referred to, the front wall construction 12 of present embodiment also includes diagonal brace 150.One end of diagonal brace 150 and crossbeam 130
Connection, the other end extends out to the outer rim of wallboard 110, and diagonal brace 150 is mutually inclined setting with longeron 120.The existing increasing of diagonal brace 150
The effect of the rigidity of wall construction 12 before strong, the function of also having transmission dispersion castering action power.Specifically in the present embodiment, diagonal brace
150 is U-shaped steel, and the opening direction of U-shaped steel is towards wallboard 110.Because the deadweight of U-shaped steel is lighter, diagonal brace 150 can be reduced
Weight.The screw 151 for installing adnexa is offered on diagonal brace 150, convenient operation is installed.It is appreciated that diagonal brace 150 can be
Rectangular steel pipe or angle steel etc..
Fig. 1 and Fig. 2 is referred to, the top of wallboard 110 is arch, and wallboard 110 is provided with the top board 160 of arc along top.Arc
The top board 160 of shape is welded on the top of wallboard 110, and the shape of top board 160 is adapted with the top of wallboard 110.Top board 160 is made
For the protection lid of wallboard 110, oil cylinder is protected not clashed into by falling rocks etc..
Body of tipper carriage 10 also includes tarpaulin（It is not shown）.Tarpaulin supports tarpaulin located at the top of wallboard 110, top board 160.
Top board 160 can protect tarpaulin not worn and torn by wallboard 110.
Specifically in the present embodiment, the angle number of degrees between front wall construction 12 and base plate 11 are 100 degree ~ 120 degree.That is wall
The scope of the top rake of plate 110 between 10 ° -20 °, therefore, front wall construction 12 can be met before the work of FC oil cylinders and FE oil cylinders
Inclination angle.
The front wall construction 12 that this utility model is provided, not only can be used as above-mentioned sinciput formula FE or FC hydraulic jack dumpers
The front wall construction 12 in compartment 10, can also be used as the front wall construction 12 of the body of tipper carriage 10 of other forms.For example, abdomen top formula liquid
Compressing cylinder body of tipper carriage 10, sinciput and abdomen top hybrid hydraulic oil cylinder body of tipper carriage 10.
The design structure of longeron 120 of above-mentioned front wall construction 12 meets the setting height(from bottom) of two kinds of cylinder supports of FE and FC and installation
The requirement of width, front wall construction 12 can be realized general to different types of oil cylinder.Meanwhile, cylinder support 20 is installed on longeron
120 height-adjustable, front wall construction 12 can be realized to the general of different model oil cylinder.So that it is of the present utility model from
The front wall construction 12 in compartment 10 of unloading has modularity, a generalization, realization can Prefabrication the characteristics of design, reach Enterprise business
The purpose of operation.
Although describing this utility model with reference to several exemplary embodiments, it is to be understood that, term used is to say
Bright and exemplary and nonrestrictive term.Because this utility model can be embodied as in a variety of forms without deviating from practicality
New is spiritual or substantive, it should therefore be appreciated that above-mentioned embodiment is not limited to any aforesaid details, and should be in right of enclosing
Require widely to be explained in limited spirit and scope, thus the whole changes in falling into claim or its equivalent scope and
Remodeling all should be appended claims and be covered.
Claims (10)
1. the front wall construction of a kind of body of tipper carriage, it is characterised in that include：
Wallboard；
Longeron, vertically located at the middle part of the wallboard, the upper and lower ends of wallboard described in the longeron insertion, the longeron is provided with use
In the installation portion of installation oil cylinder bearing；
Two crossbeams, are respectively arranged on the left and right sides at the top of the longeron, and crossbeam is mutually flush described in two, and the crossbeam is near institute
The one end for stating longeron is connected with the longeron, and the other end extends out to the outward flange of the wallboard.
2. the front wall construction of a kind of body of tipper carriage according to claim 1, it is characterised in that the longeron includes two
The vertical beam being oppositely arranged and the connecting plate between two vertical beams, the installation position on the vertical beam, described in two
Crossbeam connection corresponding with vertical beam described in two respectively, is interconnected between two crossbeams by the connecting plate.
3. a kind of front wall construction of body of tipper carriage according to claim 2, it is characterised in that the surface of the connecting plate
It is in the same plane away from the surface of the wallboard with the vertical beam.
4. a kind of front wall construction of body of tipper carriage according to claim 2, it is characterised in that the both sides of the connecting plate
Flanging is provided with, the flanging bends towards the wallboard, and the side of the flanging is connected with the side of the vertical beam.
5. the front wall construction of a kind of body of tipper carriage according to claim 2, it is characterised in that the vertical beam and the wall
Reinforcement is provided between plate.
6. the front wall construction of a kind of body of tipper carriage according to claim 1, it is characterised in that the crossbeam is U-shaped steel,
The opening direction of the U-shaped steel is towards the wallboard.
7. the front wall construction of a kind of body of tipper carriage according to claim 1, it is characterised in that described also including diagonal brace
One end of diagonal brace is connected with the crossbeam, and the other end extends out to the outer rim of the wallboard, the diagonal brace and the longeron phase
Mutually it is obliquely installed.
8. the front wall construction of a kind of body of tipper carriage according to claim 1, it is characterised in that the top of the wallboard is
Arch, the front wall construction is provided with the top board of arc at the top of the wallboard.
9. a kind of body of tipper carriage, it is characterised in that including the front wall construction described in base plate, claim 1-8 any one, after
Door and two side walls, the front wall construction is located at institute located at one end of the base plate, the back door relative to the front wall construction
State the other end of base plate, side wall described in two is respectively equipped with the both sides of the base plate, and the two ends of the side wall respectively with it is described before
Wall construction and the back door connect.
10. a kind of body of tipper carriage according to claim 9, it is characterised in that the front wall construction and the base plate it
Between the angle number of degrees be 100 degree ~ 120 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621118463.9U CN206155262U (en) | 2016-10-12 | 2016-10-12 | Tipper carriage and preceding wall structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621118463.9U CN206155262U (en) | 2016-10-12 | 2016-10-12 | Tipper carriage and preceding wall structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206155262U true CN206155262U (en) | 2017-05-10 |
Family
ID=58654186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621118463.9U Active CN206155262U (en) | 2016-10-12 | 2016-10-12 | Tipper carriage and preceding wall structure thereof |
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| Country | Link |
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| CN (1) | CN206155262U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107933404A (en) * | 2016-10-12 | 2018-04-20 | 中集车辆（集团）有限公司 | Body of tipper carriage and its preceding wall construction |
-
2016
- 2016-10-12 CN CN201621118463.9U patent/CN206155262U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107933404A (en) * | 2016-10-12 | 2018-04-20 | 中集车辆（集团）有限公司 | Body of tipper carriage and its preceding wall construction |
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181126 Address after: 512000 No. 2 Shekou Harbour Avenue, Nanshan District, Shenzhen City, Guangdong Province Patentee after: CIMC Vehicle (Group) Co., Ltd. Address before: 518000 2 Bay Road, Shekou, Shenzhen, Guangdong Co-patentee before: Chinese International Marine Container (Group) Co., Ltd. Patentee before: CIMC vehicle (Group) Co., Ltd. |
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| TR01 | Transfer of patent right |