CN211571225U

CN211571225U - Town road reinforced structure

Info

Publication number: CN211571225U
Application number: CN201921044700.5U
Authority: CN
Inventors: 黄玉容
Original assignee: Guangdong Yinglong Construction Co ltd
Current assignee: Guangdong Yinglong Construction Co ltd
Priority date: 2019-07-05
Filing date: 2019-07-05
Publication date: 2020-09-25
Anticipated expiration: 2029-07-05

Abstract

The utility model discloses a municipal road reinforced structure, including the road bed, the inside fixed mounting of road bed has the strengthening rib, and the strengthening rib is equipped with four groups, the inboard fixed mounting of strengthening rib has the stationary ring, stationary ring inner wall fixed surface installs spring and cover cylinder, and spring and cover cylinder are equipped with four groups, the cover cylinder is located between the spring, the spring is kept away from the one end fixed mounting of stationary ring and is equipped with the backup pad, the inside slidable mounting of cover cylinder has the limiting plate; the utility model discloses a back up ring of installation can reduce the pipeline and receive the impact force and strike the harm of road bed to also can avoid the road bed to be strikeed by the pipeline and take place to damage, back up ring and strengthening rib also can reduce the damage that the road caused to the pipeline simultaneously, reduce the external force that the pipeline received, reduce the pipeline and warp, damaged risk, thereby can effectively prolong the life of road.

Description

Town road reinforced structure

Technical Field

The utility model relates to a town road technical field specifically is a town road reinforced structure.

Background

Along with the continuous development of the urbanization construction of China, in order to meet the increasing travel requirements of people, municipal roads are rapidly developed in all cities, and are generally divided into expressways, main roads, secondary roads and branch roads according to status and traffic functions, all the municipal roads inserted in the cities are connected together at every corner of the cities, so that the life of people is facilitated, under the complex municipal roads, various pipelines, particularly shallow underground pipelines, are inevitably penetrated, the influence of pavement pressure is obvious, the stress inside the roads is uneven, the pipelines can have certain influence on the strength of the municipal roads, and the use of the roads can be influenced if reinforcement measures are not taken on the municipal roads.

However, most reinforcing structures in the market are single in functionality, and are inconvenient to use, and the traditional reinforcing structure cannot play a good fixing effect on the pipeline, and can generate violent shaking when being impacted by accumulated water in the general pipeline, so that the roadbed is damaged from the inside, and the service life of the road can be influenced.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a town road reinforced structure to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a municipal administration road reinforced structure, includes the road bed, the inside fixed mounting of road bed has the strengthening rib, and the strengthening rib is equipped with four groups, the inboard fixed mounting of strengthening rib has the reinforcing ring, reinforcing ring inner wall fixed surface installs spring and cover barrel, and spring and cover barrel are equipped with four groups, the cover barrel is located between the spring, the one end fixed mounting that the reinforcing ring was kept away from to the spring has the backup pad, the inside slidable mounting of cover barrel has the limiting plate, the welding of limiting plate one end has the gag lever post, and the one end fixed mounting that the limiting plate was kept away from to the gag lever post has the pipeline in the backup.

Preferably, a cushion layer is laid at the upper end of the roadbed, a geocell base layer is laid at the upper end of the cushion layer, and a road surface is laid at the upper end of the geocell base layer.

Preferably, a geogrid is embedded between the cushion layer and the geocell base layer.

Preferably, the end face of the support plate is of a circular arc structure.

Preferably, the cushion layer is made of lime soil and has a thickness of 15-20 cm.

Preferably, the geogrid is made of glass fibers.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model discloses a reinforcing ring of installation, in the time of the in-service use, when the pipeline received the impact of ponding, can produce violent rocking or vibration, at this moment the pipeline can produce pressure to a direction, then can act on in the backup pad, when the backup pad received pressure, can make the spring compress, the spring has very good cushioning property, so can reduce the pipeline and receive the impact force and strike the harm of road bed, and also can avoid the road bed to be strikeed by the pipeline and take place to damage, the backup pad can drive the gag lever post and remove to the socket simultaneously, when the gag lever post drives limiting plate and removes socket bottom, then can stop the removal of backup pad, can play spacing support effect, avoid the backup pad to remove too much and directly strike on the road bed, simultaneously reinforcing ring and strengthening rib also can reduce the damage that the road pipeline caused, reduce the external force that the pipeline received, it warp to reduce the pipeline reinforcing, The risk of damage, thereby effectively prolonging the service life of the road.

2. The utility model discloses a geogrid of installation, geogrid not only possess high tensile strength, low elongation, have good heat stability moreover, can make the road have higher bearing capacity, warp littleer, the life-span of extension road.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of the structure of the reinforcing ring of the present invention;

fig. 3 is a schematic view of the internal structure of the sleeve seat of the present invention;

fig. 4 is a schematic view of the geogrid structure of the present invention.

In the figure: 1-a roadbed; 2-cushion layer; 3-geogrid; 4-geocell base course; 5-reinforcing ribs; 6-road surface; 7-reinforcing ring; 8-a spring; 9-a sleeve mount; 10-a limiting rod; 11-a support plate; 12-a pipeline; 13-limiting plate.

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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-4, the present invention provides a technical solution: a municipal road reinforcing structure comprises a roadbed 1, wherein reinforcing ribs 5 are fixedly arranged in the roadbed 1, four groups of reinforcing ribs 5 are arranged, a reinforcing ring 7 is fixedly arranged on the inner side of each reinforcing rib 5, a spring 8 and a sleeve seat 9 are fixedly arranged on the surface of the inner wall of each reinforcing ring 7, four groups of springs 8 and sleeve seats 9 are arranged in each group, so that a pipeline 12 can act on a supporting plate 11 regardless of the impact in any direction, each sleeve seat 9 is arranged between the springs 8, a supporting plate 11 is fixedly arranged at one end, far away from the reinforcing ring 7, of each spring 8, a limiting plate 13 is slidably arranged in each sleeve seat 9, a limiting rod 10 is welded at one end of each limiting plate 13, one end, far away from the limiting plate 13, of each limiting rod 10 is fixedly arranged on the surface of the supporting plate 11, a pipeline 12 is movably arranged in the inner, severe shaking or vibration occurs, in which the pipe 12 generates pressure in one direction, and acts on the support plate 11, when the supporting plate 11 is pressed, the spring 8 is compressed, the spring 8 has very good buffer performance, so that the damage of the pipeline 12 which is impacted to the roadbed 1 is reduced, and can also avoid the roadbed 1 from being damaged by the impact of the pipeline 12, at the same time, the support plate 11 can drive the limit rod 10 to move towards the sleeve seat 9, when the limit rod 10 drives the limit plate 13 to move towards the bottom end of the sleeve seat 9, the movement of the supporting plate 11 is stopped, the limiting supporting effect can be achieved, the supporting plate 11 is prevented from moving too much and directly impacting on the roadbed 1, and meanwhile, the reinforcing ring 7 and the reinforcing ribs 5 can also reduce the damage of the road to the pipeline 12, reduce the external force on the pipeline 12 and reduce the risks of deformation and damage of the pipeline 12, so that the service life of the road can be effectively prolonged.

Wherein, 1 upper end of road bed is laid and is equipped with bed course 2, geotechnological check room basic unit 4 has been laid to bed course 2 upper end, road surface 6 has been laid to geotechnological check room basic unit 4 upper end.

Wherein, inlay between bed course 2 and the geocell basic unit 4 and have geogrid 3, geogrid 3 not only possess high tensile strength, low elongation, has good heat stability moreover, can make the road have higher bearing capacity, and it is littleer to warp, prolongs the life-span of road.

The end face of the supporting plate 11 is of a circular arc structure and can be better attached to the pipeline 12.

The cushion layer 2 is made of lime soil, is 15-20cm thick, and can achieve the effects of water storage, water drainage, heat insulation and freeze prevention.

The geogrid 3 is made of glass fibers, and the glass fiber geogrid has high tensile strength, low elongation, good thermal stability, higher bearing capacity and smaller deformation.

The working principle is as follows: when the device is used, when the pipeline 12 is impacted by accumulated water, violent shaking or vibration can be generated, at the moment, the pipeline 12 can generate pressure in one direction and act on the supporting plate 11, when the supporting plate 11 is under the pressure, the spring 8 can be compressed, the spring 8 has good buffering performance, the damage of the pipeline 12 which is impacted by impact force and impacts the roadbed 1 can be reduced, the roadbed 1 can be prevented from being damaged due to the impact of the pipeline 12, meanwhile, the supporting plate 11 can drive the limiting rod 10 to move towards the sleeve seat 9, when the limiting rod 10 drives the limiting plate 13 to move the bottom end of the sleeve seat 9, the movement of the supporting plate 11 can be stopped, the limiting supporting effect can be achieved, the supporting plate 11 is prevented from moving too much and directly impacting the roadbed 1, meanwhile, the reinforcing ring 7 and the reinforcing ribs 5 can also reduce the damage of the pipeline 12 caused by the road, and the external force applied to the pipeline, the risk of deformation and damage of the pipeline 12 is reduced, and therefore the service life of the road can be effectively prolonged.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. A town road reinforced structure, includes road bed (1), its characterized in that: roadbed (1) inside fixed mounting has strengthening rib (5), and strengthening rib (5) are equipped with four groups, strengthening rib (5) inboard fixed mounting has reinforcing ring (7), reinforcing ring (7) inner wall fixed surface installs spring (8) and sleeve seat (9), and spring (8) and sleeve seat (9) are equipped with four groups, sleeve seat (9) are located between spring (8), the one end fixed mounting that reinforcing ring (7) were kept away from in spring (8) has backup pad (11), sleeve seat (9) inside slidable mounting has limiting plate (13), limiting plate (13) one end welding has gag lever post (10), and the one end fixed mounting that limiting plate (13) were kept away from in gag lever post (10) has pipeline (12) in backup pad (11) surface, backup pad (11) inboard movable mounting.

2. A town road reinforcing structure according to claim 1, wherein: roadbed (1) upper end has laid bed course (2), geotechnological check room basic unit (4) have been laid to bed course (2) upper end, road surface (6) have been laid to geotechnological check room basic unit (4) upper end.

3. A town road reinforcing structure according to claim 2, wherein: and a geogrid (3) is embedded between the cushion layer (2) and the geocell base layer (4).

4. A town road reinforcing structure according to claim 1, wherein: the end face of the supporting plate (11) is of a circular arc structure.

5. A town road reinforcing structure according to claim 2, wherein: the cushion layer (2) is made of lime soil and has the thickness of 15-20 cm.

6. A town road reinforcing structure according to claim 3, wherein: the geogrid (3) is made of glass fibers.