CN212103531U - Environment-friendly temporary road system - Google Patents
Environment-friendly temporary road system Download PDFInfo
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- CN212103531U CN212103531U CN202020604697.4U CN202020604697U CN212103531U CN 212103531 U CN212103531 U CN 212103531U CN 202020604697 U CN202020604697 U CN 202020604697U CN 212103531 U CN212103531 U CN 212103531U
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- slab
- road system
- temporary road
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Abstract
The utility model relates to the technical field of road construction, in particular to an environment-friendly temporary road system, a concrete slab, a drainage ditch and road teeth; the concrete stone slab is combined into a main road slab through inner pin fixed connection, the drainage ditch and the road teeth are fixedly connected with the main road slab, a seam pressing steel plate is fixedly installed on a middle seam among the concrete stone slab, the drainage ditch and the road teeth, and a railing is fixedly installed on the road teeth. Both satisfied interim slate way function that can dismantle and make up the repeated turnover, can also prevent the inhomogeneous settlement that the road surface produced in the use to solved the problem of traditional interim slate way function singleness, increased escape canal, curb and railing etc.. The garbage clearing after the road task is finished is omitted, and the national environmental protection requirement is met.
Description
Technical Field
The utility model relates to a road construction technical field, concretely relates to interim road system of environmental protection.
Background
A large number of temporary roads are abandoned in the building industry and other industries every year, finally fall into building waste, and are contrary to the advocated people-oriented requirements of building green buildings, green construction, civilized construction and sustainable development strategy, and meanwhile, a large amount of financial resources, material resources and resources are wasted, so that people-oriented resources and green construction are obligated, a sustainable development road of the green buildings is built, and a green sustainable development environment is built for descendants of people.
Along with the construction of unit site, the construction environmental protection of the construction site is very strict to the dust emission. The requirements for field hardening are becoming more and more common. However, after most construction units harden and use in temporary sites, the concrete is broken, and the garbage is cleared and transported, which causes great burden to the environment. Not only pollutes the environment, but also greatly increases the project cost.
The temporary stone slab road in the prior art is a temporary field hardened pavement which can be detached and repeatedly recycled in a plurality of ways. However, the conventional temporary stone slab road has a single function and is easy to generate uneven settlement during use.
In view of this, need urgently to design a temporary road system of environmental protection, both satisfied interim slate way function that can dismantle and the combination has repeated the turnover, can also prevent the road surface uneven settlement that produces in the use to solve the problem of traditional interim slate way function singleness, increased escape canal, road tooth and railing etc.. The garbage clearing after the road task is finished is omitted, and the national environmental protection requirement is met.
SUMMERY OF THE UTILITY MODEL
In order to solve the deficiencies of the prior art, the utility model aims to provide an interim road system of environmental protection had both satisfied the function of interim stone slab way dismountable and combination repeated turnover, can also prevent the inhomogeneous settlement that the road surface produced in the use to solved the problem of the interim stone slab way function singleness of tradition, increased escape canal, curb and railing etc.. The garbage clearing after the road task is finished is omitted, and the national environmental protection requirement is met.
In order to realize the above object, the technical scheme of the utility model is that: an environmentally friendly temporary road system comprising: concrete slabs, drainage ditches and road teeth; the concrete stone slab is combined into a main road slab through inner pin fixed connection, the drainage ditch and the road teeth are fixedly connected with the main road slab, a seam pressing steel plate is fixedly installed on a middle seam among the concrete stone slab, the drainage ditch and the road teeth, and a railing is fixedly installed on the road teeth.
Further, the edge of the concrete stone slab is fixedly provided with edge-covering channel iron, and the edge-covering channel iron is welded with nuts.
Further, adopt connecting pin fixed connection when the concrete stone slab is assembled, set up the preformed hole between horizontal seam of concrete stone slab and the vertical seam, it is equipped with the connection steel pipe to insert between the preformed hole.
Further, the splicing surface of the concrete stone slab is set to be an inclined splicing head, and a steel bar pin is arranged in a notch formed by the inclined splicing surface of the concrete stone slab in a penetrating mode.
Further, adopt link fixed connection when the concrete slab is assembled, the link is T shaped steel board, the concrete slab fixed mounting be in on the link, by the splice joint between the concrete slab is filled to the steel sheet of the vertical direction of link.
Further, the splicing surface of the concrete stone slab is provided with a flat splicing joint.
Further, the drainage ditch includes: the drainage grate comprises a water baffle, a drainage pipe, a drainage grate and a movable cover plate, wherein the drainage grate is fixedly installed at the top of the water baffle, an installation hole matched with the drainage pipe is formed in the end face of the water baffle, and a notch for installing the movable cover plate is reserved at the top of the section of the water baffle.
Furthermore, the seam pressing steel plate is arch-shaped, two ends of the seam pressing steel plate are installation planes, the installation planes are provided with fixing holes matched with nuts of the edge-covered channel iron, and the seam pressing steel plate is fixedly connected with the edge-covered channel iron through bolts.
Furthermore, railing holes are formed in the road teeth at equal intervals and used for fixedly mounting railings.
Has the advantages that:
the utility model provides an interim road system of environmental protection adopts respective cubic reinforced concrete slabstone to constitute, and it is in the same place through each combination inner pin and T shaped steel run through it. Uneven influence of uneven settlement of the roadbed on the road surface is reduced. And the plate opening adopts a channel iron ladle opening, so that the corner damage of the road surface in the using process is reduced. The drainage system is added on the basis of the traditional temporary stone slab road, and the accumulated water on the road surface is reduced through the drainage system, so that the road surface is convenient to clean. Both satisfied interim slate way function that can dismantle and make up the repeated turnover, can also prevent the inhomogeneous settlement that the road surface produced in the use to solved the problem of traditional interim slate way function singleness, increased escape canal, curb and railing etc.. The garbage clearing after the road task is finished is omitted, and the national environmental protection requirement is met.
Drawings
FIG. 1 is a schematic perspective view of the environment-friendly temporary road system of the present invention;
FIG. 2 is a schematic view of the fixed connection of the inner pin of the temporary road system;
FIG. 3 is a schematic perspective view of the concrete slab of the temporary road system for environmental protection of the present invention;
FIG. 4 is a schematic view of the connection of T-shaped steel of the temporary road system for environmental protection of the present invention;
FIG. 5 is a schematic perspective view of the edge-covered channel iron of the temporary environmental protection road system of the present invention;
FIG. 6 is a schematic perspective view of the junction of the drainage ditch of the temporary environmental protection road system;
FIG. 7 is a schematic perspective view of a removable cover plate of the drainage ditch of the temporary environmental protection road system;
FIG. 8 is a schematic overall side view of the environmental temporary road system of the present invention;
FIG. 9 is a schematic structural view of the reinforcing mesh of the temporary road system of the utility model;
the labels in the figure are: 1-concrete stone slab, 2-drainage ditch, 3-curb, 4-main road plate, 11-seam-pressing steel plate, 12-edge-covered channel iron, 13-nut, 14-preformed hole, 15-connecting steel pipe, 16-inclined splicing head, 17-steel bar pin, 18-T-shaped steel plate, 19-plain end splicing head, 21-water baffle, 22-drainage pipe, 23-drainage grate, 24-movable cover plate, 25-mounting hole and 31-railing.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments obtained by a person skilled in the art based on the embodiments of the present invention belong to the protection scope of the present invention.
As shown in the figure, the utility model discloses an interim road system of environmental protection, include: the concrete slab 1, the drainage ditch 2 and the road teeth 3; the concrete stone slab is through interior round pin fixed connection group composite main road board 4 between 1, escape canal 2 and road tooth 3 with 4 fixed connection of main road board, fixed mounting has pressure seam steel sheet 11 on the centre joint between concrete stone slab 1, escape canal 2 and the road tooth 3, fixed mounting has railing 31 on the road tooth 3.
In this embodiment, fixed mounting has bordure channel bar 12 on the concrete stone slab 1 edge, the welding has nut 13 on the channel bar 12 of borduring.
In this embodiment, adopt connecting pin fixed connection when concrete stone slab 1 assembles, preformed hole 14 has been seted up between 1 horizontal seam of concrete stone slab and the vertical seam, it is equipped with connecting steel pipe 15 to insert between preformed hole 14.
In this embodiment, 1 concatenation face of concrete stone slab sets up to slope splice 16 wear to be equipped with steel bar pin 17 in the notch that 1 slope concatenation face of concrete stone slab formed.
In this embodiment, adopt link fixed connection when concrete slab 1 assembles, the link is T shaped steel 18, 1 fixed mounting of concrete slab is in on the link, by the splice joint between concrete slab 1 is filled to the steel sheet of the vertical direction of link.
In this embodiment, the splicing surface of the concrete slab 1 is a flat splice 19.
In this embodiment, the drainage ditch 2 includes: the water retaining plate comprises a water retaining plate 21, a water discharge pipe 22, a water discharge grate 23 and a movable cover plate 24, wherein the water discharge grate 23 is fixedly installed at the top of the water retaining plate 21, an installation hole 25 matched with the water discharge pipe 22 is formed in the end face of the water retaining plate 21, and a notch for installing the movable cover plate 24 is reserved at the top of the section of the water retaining plate 21.
In this embodiment, the seam-pressing steel plate 11 is arch-shaped, and the two ends are mounting planes, the mounting planes are provided with fixing holes matched with the nuts 13 of the edge-covering channel iron 12, and the seam-pressing steel plate 11 is fixedly connected with the edge-covering channel iron 12 through bolts.
In this embodiment, the curb 3 is provided with a rail 31 hole at an equal distance, and the rail 31 hole is used for fixedly mounting the rail 31.
Example 1:
the utility model discloses interim road system of environmental protection, in the middle of the actual application process, adopts the activity reinforced concrete slabstone 11 ways of multiform combination.
The concrete stone slabs 1 of the main road slab 4 extend along the road direction according to a double-row parallel arrangement mode, the concrete stone slabs 1 are divided into linear concrete stone slabs 1 and curve concrete stone slabs 1, the linear concrete stone slabs 1 are longitudinal along the road extension direction during installation, and the concrete stone slabs are transverse to the road direction. After the road foundation is tamped and leveled, one side of the first laid longitudinal plate is padded up by a steel pipe, then the connecting steel pipe 15 is installed in the preformed hole 14, and in order to butt joint the preformed hole 14 of the second longitudinal plate and the installed connecting steel pipe 15, one side of the other longitudinal plate can be padded up by a steel pipe with a corresponding size. And then, hoisting the second circuit board by using a special shaping machine, aligning the preformed hole 14 with the connecting steel pipe 15 of the first circuit board, moving and splicing the two concrete stone slabs 1, lifting the two concrete stone slabs slightly, quickly extracting the steel pipe of the lower pad of the first circuit board, and dropping the two circuit boards together. The connecting steel pipes 15 are inserted into each plate by 15 cm. Concrete slabs 1 and curve concrete slabs 1 are laid according to the installation mode.
In order to ensure that a certain space is reserved for the splicing of the connecting steel pipes 15 of the transverse front and rear plates, the splicing surface of the concrete stone plate 11 is set as an inclined splicing head 16 when the concrete stone plate 1 is prefabricated, a steel plate with the length of 20cm and the thickness of 1-2cm is welded on a double-layer reinforcing mesh sheet in a stone plate path, the groove of the main circuit board 4 is protruded by 3.5cm, a rectangular opening which is 1.5 x 3.5 and perpendicular to the road surface is cut on the steel plate protruded out of the groove of the main circuit board 4 through gas welding, and steel bar pins 17 penetrate through staggered and overlapped rectangular holes after the front and rear concrete stone plates 1 are butted. The size of the inclined plane of the inclined splicing head 16 is set to be 1-1.5 cm, a steel bar pin 17 is arranged in a notch formed between the concrete stone slab 1 inclined splicing heads 16 in a penetrating mode, and the steel bar pin 17 is set to be 1 cm thick. The steel bar pins 17 are arranged to be larger than the thickness width 3cm of the steel plate.
After the concrete slabs 1 on the main deck 4 are laid, the joints between the concrete slabs 11 are filled with rubber strips. Because concrete stone slab 1 fixed mounting has bordure channel bar 12, weld nut 13 on bordure channel bar 12, through fixed mounting seam pressing steel sheet 11 on the piece, utilize bolt cooperation nut 13 with concrete stone slab 1 and seam pressing steel sheet 11 fixed connection. In order to enhance the compressive strength of the seam-pressing steel plate 11, the seam-pressing steel plate 11 is arch-shaped, two ends of an arch wall are set to be planes, and the arch-shaped seam-pressing steel plate 11 can effectively avoid rolling by a travelling crane. And after the seam-pressing steel plate 11 is installed, spraying a coating to form a pedestrian path, a traffic line and the like.
Example 2
The main road slabs 4 are laid in the embodiment 1, and the fixed connection mode between the concrete slabs 1 adopts the T-shaped steel plates 18 as the connecting frames. Firstly, a T-shaped steel plate 18 with the thickness equal to that of the concrete stone slab 1 is used for a longitudinal middle joint to be installed on a lofted datum line on a roadbed, then the T-shaped steel plate 18 at the position of a transverse joint is welded on the longitudinal T-shaped steel plate 18, and then the concrete stone slab 1 in the second row is placed in a frame formed by the welded T-shaped steel plates 18. And paving the main circuit board 4 according to the steps. Wherein the frame formed by the T-shaped steel plate 18 has a specification 1-2cm larger than that of the concrete slab 1.
Because the T-shaped steel plate 18 adopted by the fixed connection mode between the concrete slabs 1 is used as a connecting frame, the splicing surface of the concrete slabs 1 is provided with a flat splicing joint 19. The pinch-seam steel plate 11 is fixed as in example 1. The connection steel pipes 15 and the steel bar pins 17 in embodiment 1 can be omitted in case of the firm roadbed.
Example 3
The drainage ditch 2, the road teeth 3 and the main road plate 4 are integrally formed. The end part of a round 14 double-layer reinforcing mesh is bent and welded with a wrapped iron groove 12, and a tire membrane is made in the drainage ditch 2 to pour concrete. The drain pipe 22 connected with the drain ditch 2 is formed by connecting the two ends of the drain ditch 2 in the mounting holes 25 reserved at the bottoms of the water baffles 21 at the two ends of the drain ditch 2. In order to make the inner diameter of the pipe and the bottom of the drainage ditch 2 on the same plane, a template with the thickness not less than the thickness of the pipe wall of 3cm by 5cm is added at the bottom of the template of the mounting hole 25 when the concrete of the drainage ditch 2 is poured. When the manufacture is noticed: the outer side of the end part of the butt joint position of the drainage ditch 2 is provided with the road teeth 3, the thickness of the road teeth 3 is not less than 10cm, and the road teeth are the same as the drainage ditch 2 and the main road plate 4 in length. The inner side wall of the drainage ditch 2 is a main road plate 4, and two end parts of the joint of the drainage ditch 2 are provided with a movable cover plate 24 notch of 15cm, so that the movable cover plate 24 is arranged on the same plane with the adjacent drainage grate 23. And after the pavement is installed, the water discharge pipe 22 is installed after the connecting steel pipe 15 is checked to be installed without errors, the water discharge pipe 22 extends into the installation hole 2510cm, glue is applied to seal and cover the movable cover plate 24. Then, the seam-pressed steel plate 11 is installed. The middle of the seam-pressing steel plate 11 is in an arch shape, the tail end of the seam-pressing steel plate is a plane, the aperture of the seam-pressing steel plate 11 is larger than that of a nut 13 pre-buried in the channel iron of the main road plate 4, and the seam-pressing steel plate is padded during installation. After the seam pressing steel plate is installed, road sign lines such as zebra stripes and the like are brushed out by using three-color paint.
Example 4
And a railing 31 is arranged in a railing 31 hole reserved in the curb 3 after the pavement is finished. When the holes of the railings 31 do not accord with the holes of the railings 31 of the curbs 3, triangular iron is used as a connecting plate to be connected up and down. Thin steel pipes with the inner diameter of 15mm and the length of 15cm are welded at the top ends of the railings 31 at intervals of about meters for inserting color flags during movement. The rail 31 should be spaced 10cm apart from each other at the joint of each section to allow the upper portion of the rail 31 to pass through the shower pipe and install the shower head.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not intended to limit the present invention, and all modifications, equivalents, improvements and the like that are within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (9)
1. Environmental protection temporary road system, its characterized in that includes: the concrete slab (1), the drainage ditch (2) and the road teeth (3); the concrete stone slab is combined into main road board (4) through interior round pin fixed connection between (1), escape canal (2) and road tooth (3) with main road board (4) fixed connection, fixed mounting has pressure seam steel sheet (11) on the centre joint between concrete stone slab (1), escape canal (2) and road tooth (3), fixed mounting has railing (31) on road tooth (3).
2. An environment-friendly temporary road system according to claim 1, characterized in that a hemming channel (12) is fixedly installed on the edge of the concrete slab (1), and a nut (13) is welded on the hemming channel (12).
3. The environment-friendly temporary road system according to claim 2, wherein the concrete slabs (1) are fixedly connected by connecting pins during assembly, preformed holes (14) are formed between the transverse seams and the longitudinal seams of the concrete slabs (1), and connecting steel pipes (15) are inserted between the preformed holes (14).
4. An environmentally friendly temporary road system according to claim 3, wherein the splicing face of the concrete slab (1) is provided as an inclined splicing joint (16), and a steel bar pin (17) is penetrated in a notch formed by the inclined splicing face of the concrete slab (1).
5. The environment-friendly temporary road system according to claim 2, wherein the concrete slabs (1) are fixedly connected by adopting a connecting frame when being assembled, the connecting frame is a T-shaped steel plate (18), the concrete slabs (1) are fixedly installed on the connecting frame, and the steel plates in the vertical direction of the connecting frame are filled in splicing seams among the concrete slabs (1).
6. An environmentally friendly temporary road system according to claim 5, wherein the splicing face of the concrete slab (1) is provided as a plain splice (19).
7. An environmentally friendly temporary road system according to claim 2, wherein the drainage ditch (2) comprises: the water-retaining plate comprises a water-retaining plate (21), a water discharging pipe (22), a water discharging grate (23) and a movable cover plate (24), wherein the water discharging grate (23) is fixedly installed at the top of the water-retaining plate (21), a mounting hole (25) matched with the water discharging pipe (22) is formed in the end face of the water-retaining plate (21), and a notch for installing the movable cover plate (24) is reserved at the top of the section of the water-retaining plate (21).
8. The environment-friendly temporary road system as claimed in claim 2, wherein the steel plate (11) is arch-shaped, the two ends are mounting planes, the mounting planes are provided with fixing holes matched with the nuts (13) of the channel iron (12), and the steel plate (11) is fixedly connected with the channel iron (12) through bolts.
9. An environmentally friendly temporary road system according to claim 1, wherein the curbs (3) are equidistantly provided with balustrade (31) holes, and the balustrade (31) holes are used for fixedly mounting balustrades (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020604697.4U CN212103531U (en) | 2020-04-21 | 2020-04-21 | Environment-friendly temporary road system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020604697.4U CN212103531U (en) | 2020-04-21 | 2020-04-21 | Environment-friendly temporary road system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212103531U true CN212103531U (en) | 2020-12-08 |
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ID=73641152
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020604697.4U Expired - Fee Related CN212103531U (en) | 2020-04-21 | 2020-04-21 | Environment-friendly temporary road system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212103531U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113529531A (en) * | 2021-07-26 | 2021-10-22 | 中电建十一局工程有限公司 | Rolling type dry and hard lean concrete temporary road construction method |
-
2020
- 2020-04-21 CN CN202020604697.4U patent/CN212103531U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113529531A (en) * | 2021-07-26 | 2021-10-22 | 中电建十一局工程有限公司 | Rolling type dry and hard lean concrete temporary road construction method |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20201208 |