CN203699452U - Floating crushing station steel structure unloading platform - Google Patents
Floating crushing station steel structure unloading platform Download PDFInfo
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- CN203699452U CN203699452U CN201320723401.0U CN201320723401U CN203699452U CN 203699452 U CN203699452 U CN 203699452U CN 201320723401 U CN201320723401 U CN 201320723401U CN 203699452 U CN203699452 U CN 203699452U
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- platform
- truck
- steel structure
- stay bearing
- crushing station
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Abstract
The utility model discloses a floating crushing station steel structure unloading platform which comprises two truck support plates (1), a platform connection stiffening beam (2) and a platform deepening soil end (7), wherein a truck (6) is supported by the truck support plates (1) when the truck is unloaded; the platform connection stiffening beam (2) is connected between the two truck support plates (1); the platform deepening soil end (7) is arranged at a position, opposite to the connecting position between the platform connection stiffening beam (2) and the respective truck support plate (1), of the respective truck support plate (1); the platform deepening soil end (7) is inserted into soil (3) in an extending downwards manner. The floating crushing station steel structure unloading platform is characterized in that the two truck support plates (1) are integrally formed. Compared with a concrete platform incapable of reutilization, the floating crushing station steel structure unloading platform reduces the cost to a greater extent and plays a certain role in environmental protection, energy conservation and emission reduction.
Description
Technical field
The utility model relates to a kind of unload platform, especially, relates to a kind of floating type Crushing Station steel structure unload platform.
Background technology
Fig. 1 shows conventional concrete unload platform.
In conventional concrete unload platform, generally need the lower two meters of left and right of layer of cutting the earth, and carry out hardened ground, wiretie framework, then cast concrete, also will be through ageing treatment such as overcures, and complex process is long in time limit.
Utility model content
For solving the problems of the technologies described above, the utility model proposes a kind of unload platform, comprising:
Two truck stay bearing plates, truck is supported by described truck stay bearing plate in the time unloading;
Platform connecting-reinforcing beams, described platform connecting-reinforcing beams is connected between described two truck stay bearing plates;
Platform gos deep into soil end, and the position that described platform gos deep into the position opposite that soil end is connected with truck stay bearing plate separately in platform connecting-reinforcing beams is arranged on truck stay bearing plate place separately, and described platform gos deep into soil end and inserts in soil to downward-extension;
It is characterized in that, two truck stay bearing plates form an entirety.
In preferred unload platform, described two truck stay bearing plate sizes are identical.
In preferred unload platform, described two truck stay bearing plate sizes are not identical.
In preferred unload platform, in described two truck stay bearing plates, on less truck stay bearing plate, can dose certain thickness soil layer.
In preferred unload platform, wherein said platform gos deep into soil end and is made up of steel structure.
In preferred unload platform, wherein said two truck stay bearing plates all adopt engraved structure.
In preferred unload platform, wherein going deep into platform the end that soil end is contrary and be provided with material feeding baffle at two truck stay bearing plates.
Compared with conventional concrete unload platform, can reuse, detachable.Double movable open-air Crushing Station, can build position secondary installing again.The concrete platform that contrast can not secondary utilizes reduces costs largelyr, and environmental protection and energy-saving and emission-reduction are played a role.
Accompanying drawing explanation
By describe embodiment of the present utility model in detail with reference to accompanying drawing, it is clearer that the utility model will become, wherein:
Fig. 1 shows conventional concrete unload platform;
Fig. 2 shows unload platform birds-eye view of the present utility model;
Fig. 3 shows the positive partial cross sectional views of unload platform of the present utility model; With
Fig. 4 shows the enlarged view of the A part of Fig. 3.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.In specification sheets, same or analogous drawing reference numeral is indicated same or analogous parts.Followingly with reference to accompanying drawing, the explanation of the utility model embodiment is intended to overall utility model design of the present utility model to make an explanation, and does not should be understood to a kind of restriction of the present utility model.
As shown in Figure 2, the main structure of floating type Crushing Station steel structure unload platform of the present utility model is:
There is the unload platform 1 of two formed objects that are arranged symmetrically with.
Connecting-reinforcing beams 2 in the middle of two unload platforms 1.
The steel structure of the headstock side of unload platform 1 inserts reclaimed soil, gos deep into soil end 7 as platform, increases earth-grasping force.
There is material feeding baffle 4 at hopper place, isolation material and soil, and block the gap between unload platform 1 and hopper 5.
Unload platform 1 adopts engraved structure, embeds in backfill material.
Two independently unload platform 1 formation is overall, complements one another.
Above constructional feature makes floating type Crushing Station steel structure unload platform 1 have the effect that can be applicable to the unload platform of Crushing Station heavy duty truck 6 completely.Take unload platform 1 as skeleton, by as a whole bulk material backfill compacting frame, increase the friction force on unload platform 1 and earth's surface, increase the bearing capacity of unload platform; Simultaneously after material backfill, rely on material and interaction steel structure, also increase the intensity of the steel structure of unload platform 1, both merge mutually, and both flexibles have again intensity, better meet the operating needs of mine truck.
Floating type Crushing Station steel structure unload platform 1 of the present utility model adopts steel construction piece assembly welding, assembled building up, and gives the unload platform 1 of Crushing Station hopper 5 feed for open cast mine heavy duty truck 6.
Meanwhile, unload platform 1, with the effect of car bumper, guarantees the safety of truck 6 in the time of reversing discharging.1 of this unload platform needs to rely on a small amount of concrete guard wall, just can realize location steel structure unload platform position, and then reclaimed soil utilizes intensity, the toughness of soil elasticity, plasticity and steel structure, the effect that is able to bear heavy duty truck discharging platform.
Floating type Crushing Station steel structure unload platform of the present utility model has following advantage:
Cancel the cement concrete unload platform of traditional Crushing Station, greatly reduced fund cost and drop into, shortened whole Crushing Station the duration of going into operation is installed.
By the combination of steel structure frame and reclaimed soil and with the friction of surface soil layer, utilize the elasticity of soil to absorb the impact of a part of heavy duty truck, played certain buffer action.
The trucies that can the adapt to different sizes use of unloading, as unloaded parking stall in Fig. 3 right side, if with the truck discharging of little tonnage, can dose certain thickness soil layer on this unload platform, to adjust the height of truck and car bumper, reaches the object of normal discharging.
Material feeding baffle 4, can prevent from falling the gap of material between conventional concrete unload platform and steel structure hopper, guarantees staff's safety below.
With reference to one exemplary embodiment, the utility model is described.But, apparent, those skilled in the art can obviously draw modification and the change that plurality of optional is selected under the instruction of foregoing description.Thereby the utility model comprises all selectable modification and the change within the spirit and scope that fall into claims.
Claims (7)
1. a floating type Crushing Station steel structure unload platform, comprising:
Two truck stay bearing plates (1), truck (6) is supported by described truck stay bearing plate (1) in the time unloading;
Platform connecting-reinforcing beams (2), described platform connecting-reinforcing beams (2) is connected between described two truck stay bearing plates (1);
Platform gos deep into soil end (7), described platform gos deep into the truck stay bearing plate (1) that the position of the position opposite that soil end (7) is connected with truck stay bearing plate (1) separately in platform connecting-reinforcing beams (2) is arranged on separately to be located, and described platform gos deep into soil end (7) and inserts in soil (3) to downward-extension;
It is characterized in that, two truck stay bearing plates (1) form an entirety.
2. floating type Crushing Station steel structure unload platform according to claim 1, is characterized in that, described two truck stay bearing plates (1) size is identical.
3. floating type Crushing Station steel structure unload platform according to claim 1, is characterized in that, described two truck stay bearing plates (1) size is not identical.
4. floating type Crushing Station steel structure unload platform according to claim 3, is characterized in that, in described two truck stay bearing plates (1), on less truck stay bearing plate, can dose certain thickness soil layer.
5. floating type Crushing Station steel structure unload platform according to claim 1, is characterized in that, described platform gos deep into soil end (7) and is made up of steel structure.
6. floating type Crushing Station steel structure unload platform according to claim 1, is characterized in that, described two truck stay bearing plates (1) all adopt engraved structure.
7. floating type Crushing Station steel structure unload platform according to claim 1, is characterized in that, going deep into platform the end that soil end (7) is contrary and be provided with material feeding baffle (4) at two truck stay bearing plates (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320723401.0U CN203699452U (en) | 2013-11-13 | 2013-11-13 | Floating crushing station steel structure unloading platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320723401.0U CN203699452U (en) | 2013-11-13 | 2013-11-13 | Floating crushing station steel structure unloading platform |
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CN203699452U true CN203699452U (en) | 2014-07-09 |
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CN201320723401.0U Expired - Fee Related CN203699452U (en) | 2013-11-13 | 2013-11-13 | Floating crushing station steel structure unloading platform |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018170649A1 (en) * | 2017-03-19 | 2018-09-27 | 深圳市能源环保有限公司 | Protective door for garbage unloading vehicle |
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2013
- 2013-11-13 CN CN201320723401.0U patent/CN203699452U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018170649A1 (en) * | 2017-03-19 | 2018-09-27 | 深圳市能源环保有限公司 | Protective door for garbage unloading vehicle |
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Legal Events
Date | Code | Title | Description |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140709 Termination date: 20161113 |