CN208346577U - A kind of interim road plate of fast disassembly type - Google Patents
A kind of interim road plate of fast disassembly type Download PDFInfo
- Publication number
- CN208346577U CN208346577U CN201820323905.6U CN201820323905U CN208346577U CN 208346577 U CN208346577 U CN 208346577U CN 201820323905 U CN201820323905 U CN 201820323905U CN 208346577 U CN208346577 U CN 208346577U
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- Prior art keywords
- sand
- steel plate
- concrete slab
- concrete
- gravel cushion
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Abstract
A kind of interim road plate of fast disassembly type, it is related to building site temporary road laying technology field；It includes sand-gravel cushion, Concrete cover, steel plate layer；Sand-gravel cushion is directly layed on existing roadbed；The Concrete cover is spliced to form by the concrete slab that muti-piece is precoated, the upper and lower surfaces four corners of every concrete slab are equipped with hole for hoist and mounting hole, Concrete cover is layed in the top of sand-gravel cushion, steel plate layer is layed in the top of Concrete cover, and the overall width of Concrete cover and steel plate layer is matched with the overall width of sand-gravel cushion；The steel plate layer is made of plurality of steel plates, and the size of every block of steel plate and the dimensional fits of concrete slab, four corners offer fixation hole corresponding with concrete slab upper installing hole, realizes being fixedly connected for steel plate and concrete slab by bolt.It is not only able to satisfy the requirement of construction site hard surface, but also convenient for disassembly and assembly, can have enough to meet the need multiple engineerings and use, avoid the waste of resource, have good practical performance.
Description
Technical field
The utility model relates to building site temporary road laying technology fields, and in particular to a kind of interim road of fast disassembly type
Plate.
Background technique
At construction site scene, it usually needs be laid with temporary road to meet transport needs.Construction site temporary road at present
Road generally uses concrete road surface, first carries out compacting leveling to road foundation, re-lays soil padding, is finally adopted with road roller compacting
It is carried out with the concrete of some strength cast-in-place.Individual road surfaces also can be subject to coarse sand using solid concrete brick is laid with above bed course
The mode of the cementation of fissures.It is this using conventional method carry out temporary road laying engineering, not only process is more, curing time compared with
It is long, and need after Practical Completion to carry out road to abolish, the duration is extended, the cleaning up cost of construction site is increased.Therefore,
Traditional mode for constructing temporary pavement is unsatisfactory, is not able to satisfy the needs used.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of interim road plate of fast disassembly type is provided,
By the way of assembling combination, it is not only able to satisfy the requirement of construction site hard surface, but also convenient for disassembly and assembly, multiple works can be had enough to meet the need
Journey uses, and greatly shortens the duration, has saved cost, avoids the waste of resource, has good practical performance.
In order to achieve the above purposes, the technical solution adopted by the utility model is: it include sand-gravel cushion, Concrete cover,
Steel plate layer；The sand-gravel cushion is connect by multiple regularly arranged sand bag pavings and is constituted, and the sand bag is filled by broken sandstone
Enter and encapsulated in fixed-size woven bag, sand-gravel cushion is directly layed on existing roadbed；The Concrete cover by
The concrete slab that muti-piece is precoated is spliced to form, and the upper and lower surfaces four corners of every concrete slab are equipped with hole for hoist and mounting hole,
Concrete cover is layed in the top of sand-gravel cushion, and steel plate layer is layed in the top of Concrete cover, Concrete cover and steel plate
The overall width of layer is matched with the overall width of sand-gravel cushion；The steel plate layer is made of plurality of steel plates, the size of every block of steel plate
With the dimensional fits of concrete slab, four corners offer fixation hole corresponding with concrete slab upper installing hole, are realized by bolt
Steel plate is fixedly connected with concrete slab.
Preferably, the sand bag is rectangular parallelepiped structure, upper and lower surface is equipped with lifting button, is convenient for sand-gravel cushion
Laying.
Preferably, the surrounding of the concrete slab is embedded with angle steel protective edge in advance, the week of concrete slab can effectively reduce
Turn the proportion of goods damageds, to reduce turnover cost.
Preferably, being coated with antirust coat on the lateral surface of the steel plate upper and lower surface, angle steel protective edge, can effectively keep away
Exempt from the resource loss as caused by corrosion.
Preferably, be equipped with rhone between the adjacent concrete slab, can effectively avoid ponding it is excessive when largely seep
Enter sand-gravel cushion and the influence to temporary road.
When the utility model is used, sand-gravel cushion can be directly laid on original roadbed, after the completion of sand-gravel cushion is laid with,
It needs to carry out compacting leveling, is directly laid with Concrete cover on sand-gravel cushion later, is then laid on Concrete cover again
Steel plate layer finally carries out being fixedly connected for steel plate layer and Concrete cover；It can there are suitable between adjacent concrete slab when laying
When gap, so both can be to avoid the damaged in collision of concrete slab in process of deployment, draining gap when also may be used as,
And it can effectively avoid the influence of temperature road pavement.
After adopting the above structure, the utility model has the following beneficial effects: it is not only able to satisfy construction site hard surface
It is required that and it is convenient for disassembly and assembly, multiple engineerings can be had enough to meet the need and used, the duration is greatly shortened, saved cost, avoid resource
Waste has good practical performance.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, before not making the creative labor property
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural section figure of the utility model；
Fig. 2 is the structural schematic diagram of sand bag 1-1；
Fig. 3 is the top view of concrete slab 2-1；
Fig. 4 is the sectional view of concrete slab；
Fig. 5 is the top view of steel plate 3-1.
Description of symbols:
Sand-gravel cushion 1, Concrete cover 2, steel plate layer 3, sand bag 1-1, lifting button 1-11, coagulation
Native plate 2-1, hole for hoist 2-11, mounting hole 2-12, angle steel protective edge 2-13, steel plate 3-1, fixation
Hole 3-11.
Specific embodiment
The utility model will be further described below with reference to the accompanying drawings.
Referring to as Figure 1-Figure 5, present embodiment the technical solution adopted is that: it includes sand-gravel cushion 1, coagulation
Native plate layer 2, steel plate layer 3；The sand-gravel cushion 1 is connect by multiple regularly arranged sand bag 1-1 pavings and is constituted, the sand bag
1-1 is to be packed into fixed-size woven bag to encapsulate by broken sandstone, and sand-gravel cushion 1 is directly layed on existing roadbed；Institute
The sand bag 1-1 stated is rectangular parallelepiped structure, and upper and lower surface is equipped with lifting button 1-11, convenient for the laying of sand-gravel cushion 1；It is described
The concrete slab 2-1 that is precoated by muti-piece of Concrete cover 2 be spliced to form, the upper and lower surfaces four corners of every concrete slab 2-1
It is equipped with hole for hoist 2-11 and mounting hole 2-12, Concrete cover 2 is layed in the top of sand-gravel cushion 1, and steel plate layer 3 is layed in
The overall width of the top of Concrete cover 2, Concrete cover 2 and steel plate layer 3 is matched with the overall width of sand-gravel cushion 1；It is described
Steel plate layer 3 be made of plurality of steel plates 3-1, the dimensional fits of the size of every piece of steel plate 3-1 and concrete slab 2-1, four corners are opened
Equipped with fixation hole 3-11 corresponding with concrete slab 2-1 upper installing hole 2-12, steel plate 3-1 and concrete slab are realized by bolt
2-1's is fixedly connected.
Wherein, the surrounding of the concrete slab 2-1 is embedded with angle steel protective edge 2-13 in advance, can effectively reduce concrete slab 2-
The 1 turnover proportion of goods damageds, to reduce turnover cost.On the lateral surface of the steel plate 3-1 upper and lower surface, angle steel protective edge 2-13
It is coated with antirust coat, can effectively avoid the resource loss as caused by corrosion.It is equipped between the adjacent concrete slab 2-1
Rhone 4, can effectively avoid ponding it is excessive when largely penetrate into sand-gravel cushion 1 and the influence to temporary road.
In use, sand-gravel cushion 1 can be laid with directly on original roadbed, sand-gravel cushion 1 is laid with present embodiment
After the completion, it needs to carry out compacting leveling, Concrete cover 2 is laid with directly on sand-gravel cushion 1 later, then again in concrete slab
It is laid with steel plate layer 3 on layer 2, finally carries out being fixedly connected for steel plate layer 3 and Concrete cover 2；Adjacent concrete slab when laying
Between 2-1 can there are gaps appropriate, can also both make to avoid the damaged in collision of concrete slab 2-1 in process of deployment in this way
Draining gap when to use, and can effectively avoid the influence of temperature road pavement.
After adopting the above structure, present embodiment has the beneficial effect that it is not only able to satisfy construction site hardening road
The requirement in face, and it is convenient for disassembly and assembly, multiple engineerings can be had enough to meet the need and used, the duration is greatly shortened, saved cost, avoid money
The waste in source has good practical performance.
The above is merely intended for describing the technical solutions of the present application, but not for limiting the present application, those of ordinary skill in the art couple
The other modifications or equivalent replacement that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope should all cover in the scope of the claims of the utility model.
Claims (5)
1. a kind of interim road plate of fast disassembly type, it is characterised in that: it includes sand-gravel cushion (1), Concrete cover (2), steel plate layer
(3)；The sand-gravel cushion (1) is connect by multiple regularly arranged sand bag (1-1) pavings and is constituted, and the sand bag (1-1) is
It is packed into fixed-size woven bag and is encapsulated by broken sandstone, sand-gravel cushion (1) is directly layed on existing roadbed；Described
The concrete slab (2-1) that Concrete cover (2) is precoated by muti-piece is spliced to form, the upper and lower surfaces four of every concrete slab (2-1)
Hole for hoist (2-11) and mounting hole (2-12) are equipped at angle, Concrete cover (2) is layed in the top of sand-gravel cushion (1), steel
Plate layer (3) is layed in the top of Concrete cover (2), and the overall width of Concrete cover (2) and steel plate layer (3) is and sand-gravel cushion
(1) overall width matching；The steel plate layer (3) is made of plurality of steel plates (3-1), the size and coagulation of every piece of steel plate (3-1)
The dimensional fits of native plate (2-1), four corners offer fixation hole (3- corresponding with concrete slab (2-1) upper installing hole (2-12)
11) being fixedly connected for steel plate (3-1) and concrete slab (2-1), is realized by bolt.
2. the interim road plate of a kind of fast disassembly type according to claim 1, it is characterised in that the sand bag (1-1) is rectangular
Body structure, upper and lower surface are equipped with lifting button (1-11).
3. the interim road plate of a kind of fast disassembly type according to claim 1, it is characterised in that the surrounding of the concrete slab (2-1)
It is embedded with angle steel protective edge (2-13) in advance.
4. the interim road plate of a kind of fast disassembly type according to claim 3, it is characterised in that the steel plate (3-1) up and down two
Face, angle steel protective edge (2-13) lateral surface on be coated with antirust coat.
5. the interim road plate of a kind of fast disassembly type according to claim 1, it is characterised in that the adjacent concrete slab (2-1)
Between be equipped with rhone (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820323905.6U CN208346577U (en) | 2018-03-09 | 2018-03-09 | A kind of interim road plate of fast disassembly type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820323905.6U CN208346577U (en) | 2018-03-09 | 2018-03-09 | A kind of interim road plate of fast disassembly type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208346577U true CN208346577U (en) | 2019-01-08 |
Family
ID=64884938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820323905.6U Expired - Fee Related CN208346577U (en) | 2018-03-09 | 2018-03-09 | A kind of interim road plate of fast disassembly type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208346577U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197269A (en) * | 2021-11-15 | 2022-03-18 | 鸿厦建设有限公司 | Soft geological soil foundation reinforcement construction method |
-
2018
- 2018-03-09 CN CN201820323905.6U patent/CN208346577U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197269A (en) * | 2021-11-15 | 2022-03-18 | 鸿厦建设有限公司 | Soft geological soil foundation reinforcement construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20190108 Termination date: 20200309 |