CN210826978U - Assembled temporary road plate - Google Patents
Assembled temporary road plate Download PDFInfo
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- CN210826978U CN210826978U CN201921426739.3U CN201921426739U CN210826978U CN 210826978 U CN210826978 U CN 210826978U CN 201921426739 U CN201921426739 U CN 201921426739U CN 210826978 U CN210826978 U CN 210826978U
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Abstract
The utility model discloses an assembled interim road plate, interim road comprises polylith road plate main part concatenation, and high in the middle of every road plate main part, both sides are low, are equipped with the dowel steel along a road plate main part side, and road plate main part opposite side is equipped with the hole, and pours into in the hole have with the pouring sealant that another road plate main part bonded, and the piece joint after two road plate main parts concatenations adopts the silicone adhesive jointing, and road plate outside backfill soil or establish the rubble. The technical scheme can be used for factory prefabrication production, and can be quickly assembled into a road when being transported to a site for construction, so that the construction speed of the road on the construction site is improved, the construction period is shortened, and the engineering cost is greatly saved.
Description
Technical Field
The utility model belongs to the technical field of the construction and specifically relates to a can the field installation, processing construction speed guarantees construction quality's an assembled temporary road.
Background
In the construction, the construction road on the building site is opened up temporarily, in order to satisfy the current requirement of oversize vehicle, need construct a temporary road usually, the current is generally that the maintenance is pour after going to the formwork on-the-spot, this kind of way construction and maintenance time are long, and during road construction, construction machinery can't be under construction basically moreover to influence the construction progress.
The patent numbers granted by the national patent office are: 201820790714.0, entitled "a temporary road plate for assembly", characterized in that: the road board unit comprises a mother board (1) and a daughter board (2) which are integrated in a mortise and tenon splicing position and have the same thickness, the side end surface of the mother board (1) is provided with a transverse through long limit convex strip (3), two limit inserting blocks (4) which longitudinally extend out of the limit convex strip (3) are arranged on the side end surface of the mother board (1) and the upper side of the limit convex strip (3) at intervals, a limit groove (5) which is matched with the limit convex strip (3) and is long is arranged on the side end surface of the daughter board (2) opposite to the motherboard (1), two limit slots (6) matched with the limit inserting blocks (4) are arranged on the side end surface of the daughter board (2) and the upper side of the limit groove (5), the limiting slot (6) is communicated with the limiting groove (5), the limiting convex strip (3) and the limiting plug block (4) are respectively inserted into the limiting groove (5) and the limiting slot (6), and the daughter board (2) and the mother board (1) are spliced into a whole;
this technical scheme structure is complicated, and manufacturing cost is high, and in the construction engineering, constructor must correspond female, the daughter board concatenation just can accomplish. It is not only troublesome, but also delays the temporary assembly of the road.
Disclosure of Invention
The utility model aims to provide a road plate transports can assemble into temporary road rapidly to the scene after for the installation rate, and the interim road plate of assembled of production cost bottom.
The utility model discloses a task is accomplished like this, its characterized in that: the temporary road is formed by the concatenation of polylith road plate main part, high, both sides are low in the middle of every road plate main part, are equipped with the dowel steel along a road plate main part side, and road plate main part opposite side is equipped with the hole, and pours into in the hole and have the casting glue that bonds with another road plate main part, and the piece joint after two road plate main parts concatenations adopts the silicone adhesive to collude the seam, and road plate outside backfill soil or establish the rubble.
The dowel bars are arranged at intervals along the longitudinal position of each road plate main body, the length of each dowel bar is 40 centimeters, the diameter of each dowel bar is 20mm, the distance between every two adjacent dowel bars is 30 centimeters, and when concrete is poured into the road plate main body, one end of each dowel bar is directly embedded into the road plate main body in a pre-buried mode, and the embedding depth is 19 centimeters.
The holes are arranged at intervals along the longitudinal position of each road plate main body, the diameter of each hole is based on the diameter of the force transmission rod, the force transmission rods are inserted into the holes in an interference fit mode, and the intervals of the holes are based on the intervals of the force transmission rods.
The utility model discloses effect below having, but this technical scheme factory production, fortune to the on-the-spot ability rapid Assembly road for the construction use, not only improved the construction speed of job site road, shortened the time limit for a project, still very big saving engineering cost.
Drawings
Fig. 1 is a schematic structural view of the utility model; fig. 2 is a plan view of the utility model, fig. 3 is a sectional view of the utility model, and fig. 4 is a schematic diagram of a spliced temporary road structure.
Description of the drawings: 1. the road plate comprises a road plate main body 2, a dowel bar 3 and holes.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
The concrete embodiment is as shown in fig. 4, the temporary road is formed by splicing a plurality of road plate main bodies, each road plate main body 1 is as shown in a cross-sectional view of fig. 3, the middle of the road plate main body is high, the two sides of the road plate main body are low, water drainage is facilitated, a dowel bar 2 is arranged along one side edge of the road plate main body 1, a hole 3 is formed in the other side of the road plate main body, pouring glue which is bonded with the other road plate main body is injected into the hole, a joint formed after the two road plate main bodies are spliced is subjected to jointing by silicone glue, soil is backfilled or broken stones are arranged on the outer side of the road plate.
The dowel bars 2 are arranged at intervals along the longitudinal position of each road plate main body, the length of each dowel bar is 40 centimeters, and the diameter of each dowel bar is 20 mm. The distance between adjacent dowel bars is generally 30 cm, and the distance can be properly adjusted when the distance cannot be equalized. When the concrete of the road plate main body is poured, one end of the dowel bar is directly embedded into the road plate main body, and the embedding depth is 19 centimeters.
The hole sets up along every road plate main part longitudinal position interval, and the diameter of hole is based on the diameter of dowel bar plus 3mm, interference fit in the dowel bar inserted hole, and the interval of hole is based on the interval of dowel bar. The holes are formed by pre-embedding smooth steel bars during concrete pouring of the road plate main body and drawing out the steel bars after the concrete is solidified to a certain strength.
The dowel bar is inserted into and connected with the hole, so that the shearing force of the two road boards can be reduced, and the smoothness of the road is ensured.
According to the technical scheme, the road board main body and the other road board main body are sequentially spliced to form one road or a plurality of roads, the dowel bars and the holes arranged on the two side edges of the road board main body are convenient to pour and mold production and processing, the pouring of workers in advance is realized, and the pavement can be realized only by hoisting and combining a small number of personnel on a construction site.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected, and may communicate between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Claims (3)
1. An assembled temporary road plate, which is characterized in that: the temporary road is formed by the concatenation of polylith road plate main part, high, both sides are low in the middle of every road plate main part, are equipped with the dowel steel along a road plate main part side, and road plate main part opposite side is equipped with the hole, and pours into in the hole and have the casting glue that bonds with another road plate main part, and the piece joint after two road plate main parts concatenations adopts the silicone adhesive to collude the seam, and road plate outside backfill soil or establish the rubble.
2. A fabricated temporary road plate according to claim 1, wherein: the dowel bars are arranged at intervals along the longitudinal position of each road plate main body, the length of each dowel bar is 40 centimeters, the diameter of each dowel bar is 20mm, the distance between every two adjacent dowel bars is 30 centimeters, and when concrete is poured into the road plate main body, one end of each dowel bar is directly embedded into the road plate main body in a pre-buried mode, and the embedding depth is 19 centimeters.
3. A fabricated temporary road plate according to claim 1, wherein: the holes are arranged at intervals along the longitudinal position of each road plate main body, the diameter of each hole is based on the diameter of the force transmission rod, the force transmission rods are inserted into the holes in an interference fit mode, and the intervals of the holes are based on the intervals of the force transmission rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921426739.3U CN210826978U (en) | 2019-08-30 | 2019-08-30 | Assembled temporary road plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921426739.3U CN210826978U (en) | 2019-08-30 | 2019-08-30 | Assembled temporary road plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210826978U true CN210826978U (en) | 2020-06-23 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921426739.3U Active CN210826978U (en) | 2019-08-30 | 2019-08-30 | Assembled temporary road plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210826978U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726315A (en) * | 2020-12-26 | 2021-04-30 | 中冶天工集团有限公司 | Socket joint formula concrete road module |
| CN113622244A (en) * | 2021-07-06 | 2021-11-09 | 中铁第四勘察设计院集团有限公司 | Precast concrete panel, connection structure of precast concrete panels, and installation method of precast concrete panels |
| CN115058936A (en) * | 2022-06-20 | 2022-09-16 | 中交二航局第三工程有限公司 | Recyclable construction access road unit, construction access road and construction method thereof |
-
2019
- 2019-08-30 CN CN201921426739.3U patent/CN210826978U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726315A (en) * | 2020-12-26 | 2021-04-30 | 中冶天工集团有限公司 | Socket joint formula concrete road module |
| CN113622244A (en) * | 2021-07-06 | 2021-11-09 | 中铁第四勘察设计院集团有限公司 | Precast concrete panel, connection structure of precast concrete panels, and installation method of precast concrete panels |
| CN115058936A (en) * | 2022-06-20 | 2022-09-16 | 中交二航局第三工程有限公司 | Recyclable construction access road unit, construction access road and construction method thereof |
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