CN218952066U - Anchor pile type movable isolation guardrail for tidal highway - Google Patents
Anchor pile type movable isolation guardrail for tidal highway Download PDFInfo
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- CN218952066U CN218952066U CN202221876114.9U CN202221876114U CN218952066U CN 218952066 U CN218952066 U CN 218952066U CN 202221876114 U CN202221876114 U CN 202221876114U CN 218952066 U CN218952066 U CN 218952066U
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Abstract
The utility model discloses an anchor pile type movable isolation guardrail for a tidal road, which comprises a plurality of movable guardrail groups distributed along the length direction of the road, wherein each movable guardrail group comprises at least one box-shaped main body unit, and the bottom of the box-shaped main body unit is provided with a travelling mechanism for moving the box-shaped main body unit; at least one horizontal displacement limiting device is arranged at the bottom of the box-shaped main body unit, and the horizontal displacement limiting device is connected with the road surface and provides horizontal acting force for the box-shaped main body unit after the box-shaped main body unit moves in place. According to the utility model, the horizontal displacement limiting device connected with the road surface is arranged at the bottom of the box-shaped main body unit, so that horizontal acting force is provided after the box-shaped main body unit moves in place, the horizontal fixing of the box-shaped main body unit is realized, the anti-collision performance of the guardrail is improved, and the effectiveness of isolation protection can be simultaneously met under the condition of meeting the tidal change of a highway lane.
Description
Technical Field
The utility model relates to the technical field of highway isolation guardrails, in particular to an anchor pile type movable isolation guardrail for a tidal highway.
Background
With the continuous development of economy, the number of vehicles in China is greatly increased, and the rapidly rising traffic flow brings great challenges for road smoothness. The tidal highway is characterized in that one or more roads with the running direction of vehicles changing along with different time periods are arranged on conditional roads according to different traffic flow conditions of each time period, so that the tidal highway can be effectively applied to roads in cities and highways, and the running direction of a lane can be effectively adjusted at the peak of the morning and evening or the peak of the solar term, so that the traffic jam condition is improved.
The existing tidal highway generally controls the driving direction of a main road lane through the indication direction change of a lane lamp to realize the adjustment of the number of lanes, but because of no isolation belt split-flow lanes, the lane distinction is carried out only by the road mark, so that dangerous situations such as wrong entering of vehicles, reverse running and the like are easily caused. The isolation guardrail arranged in the middle of the road can effectively avoid the occurrence of the conditions, but the conventional isolation guardrail is usually fixedly arranged for meeting the effective isolation protection function, and cannot realize the tidal lane change function.
Disclosure of Invention
In view of the above, it is desirable to provide an anchor pile type movable isolation barrier for tidal highways that can realize a movable lane change function under the condition that the effectiveness of the isolation protection is satisfied.
The utility model is realized by the following technical scheme:
an anchor pile type movable isolation guardrail for a tidal highway comprises a plurality of movable guardrail groups distributed along the length direction of the highway, wherein each movable guardrail group comprises at least one box-shaped main body unit, and a travelling mechanism for moving the box-shaped main body units is arranged at the bottom of each box-shaped main body unit; and at least one horizontal displacement limiting device is arranged at the bottom of the box-shaped main body unit, and is connected with the road surface and provides horizontal acting force for the box-shaped main body unit after the box-shaped main body unit moves in place.
In one embodiment, the horizontal displacement limiting device comprises a first anchor pile and two locking mechanisms, wherein the first anchor pile is perpendicular to a road surface, the lower end of the first anchor pile is fixedly connected with the road surface, a first chute parallel to the width direction of the road is formed in the middle of the box-shaped main body unit, and the upper end of the first anchor pile is inserted into the first chute and can slide along the first chute; the two locking mechanisms are respectively arranged at two ends of the first sliding groove, and when the first anchor pile slides to any end of the first sliding groove, the locking mechanisms are blocked on the inner side of the first anchor pile to limit the displacement of the first anchor pile to the opposite end of the first sliding groove.
In one embodiment, the locking mechanism includes a shaft rod, the shaft rod vertically penetrates through the first chute in a horizontal direction, a driving device for driving the shaft rod to axially displace along the shaft rod is disposed at any one end of the shaft rod, and the free end of the shaft rod can move forward from a first side in a width direction of the first chute to a second side in a width direction of the first chute in a manner of abutting or penetrating, or move backward to a first side in a width direction of the first chute in which the free end of the shaft rod is hidden.
In one embodiment, the width of the box-shaped body unit is greater than or equal to the width of a single lane of the highway.
In one embodiment, the horizontal displacement limiting device comprises a second anchor pile and a first lifting mechanism, wherein the second anchor pile is arranged perpendicular to the ground, and the second anchor pile is fixedly connected with the first lifting mechanism; and a plurality of holes are uniformly formed in the road surface along the length direction of the road, and when the box-shaped main body unit moves to the position, above the holes, of the second anchor piles, the first lifting mechanism drives the second anchor piles to move downwards and correspondingly insert into the holes.
In one embodiment, the holes are formed on the lane lines between adjacent lanes and are equidistantly and alternately distributed along the length direction of the lane lines.
In one embodiment, the horizontal displacement limiting device comprises a third anchor pile and a second lifting mechanism, wherein the third anchor pile is perpendicular to the ground and is fixedly connected with the second lifting mechanism; a plurality of second sliding grooves are uniformly formed in the road surface along the length direction of the road, and the second sliding grooves are parallel to the width direction of the road; a sliding block is fixed at the lower end of the third anchor pile and is in sliding connection with the second sliding groove through the sliding block; when the box-shaped main body unit moves in place, the second lifting mechanism drives the third anchor pile to move upwards, so that opposite stress is generated between the sliding block and the second sliding groove in the vertical direction.
In one embodiment, two ends of the second chute are respectively provided with a calandria, one end of the calandria is communicated with the end of the second chute, and the other end of the calandria is communicated to one side of the road in the width direction.
In one embodiment, the box-shaped main body unit is further provided with a controller, and the travelling mechanism and the horizontal displacement limiting device are electrically connected with the controller; and the controller is integrated with a communication module and a control module, and is in wireless connection with the remote terminal through the communication module.
In one embodiment, the corrugated guardrails are respectively arranged on two sides of the width direction of the box-shaped main body unit, and the corrugated guardrails extend along the length direction of the box-shaped main body unit.
In one embodiment, a containing groove is formed in the top of the box-shaped main body unit, and the containing groove extends along the length direction of the box-shaped main body unit; an ecological greening box is arranged in the holding groove.
In one embodiment, two box-shaped main body units are arranged in each movable guardrail group, and adjacent box-shaped main body units are arranged in parallel in the width direction of the highway.
Compared with the prior art, the technical scheme of the utility model has at least the following advantages and beneficial effects:
according to the utility model, lane isolation is realized by distributing the box-shaped main body units along the length direction of a highway, the box-shaped main body units are moved by the travelling mechanism, so that the tide change of the highway lane is realized, meanwhile, the horizontal displacement limiting device which is arranged at the bottom of the box-shaped main body units and connected with the road surface is utilized, and the horizontal acting force is provided by the horizontal displacement limiting device after the box-shaped main body units are moved in place, so that the horizontal fixation of the box-shaped main body units is realized, the anti-collision performance of the guardrail is improved, and the isolation protection effectiveness is met.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural diagram of a box-shaped main unit according to embodiment 1 of the present utility model;
FIG. 2 is a cross-sectional view at A-A in FIG. 1;
fig. 3 is a schematic structural view of an anchor pile type movable isolation fence for tidal highways according to embodiment 1 of the present utility model;
fig. 4 is a schematic structural diagram of a box-shaped main unit according to embodiment 2 of the present utility model;
fig. 5 is a schematic structural diagram of a box-shaped main unit according to embodiment 3 of the present utility model;
fig. 6 is a connection block diagram of a controller according to an embodiment of the present utility model.
Icon: the device comprises a 1-movable guardrail group, an 11-box-shaped main body unit, a 111-travelling mechanism, a 112-horizontal displacement limiting device, 1121-a first anchor pile, a 1122-locking mechanism, 11221-a shaft rod, 11222-a driving device, 1123-a second anchor pile, 1124-a first lifting mechanism, 1125-a third anchor pile, 1126-a second lifting mechanism, 1127-a sliding block, 113-a first sliding groove, 114-a controller, 1141-a communication module, 1142-a control module, 115-a waveform guardrail, 116-a holding groove, 117-an ecological greening box, 2-holes, 3-a second sliding groove, 4-calandria, 5-remote terminals, 6-chains and 7-emergency channels.
Detailed Description
For the purpose, technical solutions and advantages of the present utility model, an anchor pile type movable isolation barrier for tidal roads will be more clearly and completely described with reference to the accompanying drawings in the embodiments of the present utility model. The preferred embodiments of the anchor stake mobile isolation barrier for tidal highways are shown in the drawings, however, the anchor stake mobile isolation barrier for tidal highways can be implemented in many different forms and is not limited to the embodiments described herein. Rather, the purpose of these embodiments is to provide a more thorough and complete disclosure of the anchored, moving isolation barrier for tidal highways.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it is to be understood that all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this utility model belongs unless explicitly defined and defined otherwise. Where the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," and the like are used in the same sense as the figures or are conventional in the practice of the utility model, they are merely used in describing the utility model and to simplify the description, rather than to indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model.
In the description of the present utility model, it should also be noted that the terms "disposed," "mounted," "connected," and "connected" as used herein are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
As shown in fig. 1 to 5, the present utility model provides an anchor pile type movable isolation barrier for a tidal road, comprising a plurality of movable barrier groups 1 distributed along the length direction of the road, each movable barrier group 1 comprising at least one box-shaped main body unit 11, and a traveling mechanism 111 for moving the box-shaped main body unit 11 being provided at the bottom of the box-shaped main body unit 11; at least one horizontal displacement limiting device 112 is further provided at the bottom of the box-shaped main body unit 11, and the horizontal displacement limiting device 112 is connected with the road surface and provides a horizontal force to the box-shaped main body unit 11 after the box-shaped main body unit 11 moves into place. The box-shaped main body units 11 are distributed along the length direction of the highway, namely lane isolation is realized; the movement of the box-type main body unit 11 is performed by the traveling mechanism 111, that is, the tidal change of the highway lane is realized; meanwhile, the horizontal displacement limiting device 112 connected with the road surface is arranged at the bottom of the box-shaped main body unit 11, and horizontal acting force is provided through the horizontal displacement limiting device 112 after the box-shaped main body unit 11 moves in place, namely, the horizontal fixation of the box-shaped main body unit 11 is realized, so that the anti-collision performance of the guardrail is improved, and the aim of meeting the effectiveness of isolation protection is fulfilled.
It can be appreciated that the above-mentioned travelling mechanism 111 may be a travelling wheel with a driving device or a combined wheel set of a travelling wheel and a driven wheel, and may drive the box-shaped main unit 11 to travel, which is not described herein.
It will also be appreciated that the horizontal displacement limiting device 112 is a functional descriptive device that is capable of operatively coupling the pavement surface to the box body unit 11 to provide a horizontal force to the box body unit 11 to limit the horizontal movement of the box body unit 11, with a variety of structural transformations in a particular configuration. Detailed embodiments of the horizontal displacement limiting device 112 of the present utility model are further described below to better embody the feasibility, advancement and rationality of the present utility model.
Example 1:
as shown in fig. 1 to 3, in the present embodiment, the horizontal displacement limiting device 112 includes a first anchor pile 1121 and two locking mechanisms 1122, the first anchor pile 1121 is perpendicular to the road surface, the lower end of the first anchor pile 1121 is fixedly connected with the road surface, a first chute 113 parallel to the road width direction is provided in the middle of the box-shaped main body unit 11, and the upper end of the first anchor pile 1121 is inserted into the first chute 113 and can slide along the first chute 113; when the first anchor pile 1121 slides to either end of the first chute 113, the locking mechanisms 1122 are blocked and arranged on the inner side of the first anchor pile 1121, so as to limit the displacement of the first anchor pile 1121 towards the opposite end of the first chute 113, i.e. the limitation of the displacement of the box-shaped main body unit 11 in the horizontal direction is realized under the cooperation of the first chute 113 and the locking mechanisms 1122 at the end.
Specifically, as shown in fig. 1 and 2, in the present embodiment, the locking mechanism 1122 includes a shaft 11221, the shaft 11221 vertically penetrates through the first chute 113 in the horizontal direction, a driving device 11222 for driving the shaft 11221 to axially displace along the shaft 11221 is disposed at any end of the shaft 11221, the driving device 11222 may adopt any linear driving mechanism provided in the prior art, such as a linear module, a cylinder, etc., to set the shaft 11221 and the driving device 11222 at a first side of the width direction of the first chute 113, the driving device 11222 is enabled to drive the shaft 11221 to push forward, the free end of the shaft 11221 may move forward from the first side of the width direction of the first chute 113 to abut against or pass through a second side of the width direction of the first chute 113, and when the first anchor 1121 is located near the end of the shaft 11221, locking of the first anchor 1121 is achieved, thereby restricting displacement of the box-shaped main unit 11 in the horizontal direction; when unlocking is needed, the driving device 11222 is started to move the shaft 11221 backwards until the free end of the shaft 11221 is hidden at the first side of the width direction of the first chute 113, and at this time, the first anchor pile 1121 is free from the blocking of the shaft 11221 in the end and can smoothly move along the first chute 113, so that the displacement of the box-shaped main body unit 11 in the horizontal direction is unlocked.
It can be appreciated that in other embodiments, the locking mechanism 1122 may also be configured to be sleeved into the first anchor pile 1121 from above the first anchor pile 1121, and may also limit the displacement of the first anchor pile 1121 toward the opposite end of the first chute 113, so long as the locking mechanism 1122 can be blocked on the inner side of the first anchor pile 1121 to limit the displacement of the first anchor pile 1121 toward the opposite end of the first chute 113, and the related expansion structure is within the scope of the present application.
In addition, since the displacement distance of the box-shaped main unit 11 in the present embodiment is limited by the opening length of the first chute 113, the width of the box-shaped main unit 11 is further made to be greater than or equal to the width of a single lane of a highway, so that a sufficient chute opening space is provided inside the box-shaped main unit 11, the transverse movement width of the box-shaped main unit 11 is ensured, and the vehicle passing requirement is met.
Example 2:
as shown in fig. 4, in this embodiment, the horizontal displacement limiting device 112 includes a second anchor pile 1123 and a first lifting mechanism 1124, which are disposed perpendicular to the ground, the second anchor pile 1123 is fixedly connected with the first lifting mechanism 1124, and the first lifting mechanism 1124 may be implemented by any linear driving mechanism provided in the prior art, such as a linear module or a cylinder, and can drive the second anchor pile 1123 to implement a linear reciprocating motion in a vertical direction; a plurality of holes 2 are uniformly formed in the road surface along the length direction of the road, and the size of each hole 2 is matched with the lower end of the corresponding second anchor pile 1123; when the box-shaped main body unit 11 moves to the position where the second anchor pile 1123 is located above the hole 2, the first lifting mechanism 1124 drives the second anchor pile 1123 to move downwards and correspondingly insert into the hole 2, so that the limitation of the displacement of the box-shaped main body unit 11 in the horizontal direction is further realized.
Furthermore, because the holes 2 are formed in the road surface to prevent the road from being attractive, a plurality of holes 2 can be formed on the lane lines between adjacent lanes and are distributed at equal intervals along the length direction of the lane lines, so that lane distinction can be effectively realized, and the road aesthetic degree can be improved.
Example 3:
as shown in fig. 5, in this embodiment, the horizontal displacement limiting device 112 includes a third anchor pile 1125 and a second lifting mechanism 1126, which are disposed perpendicular to the ground, where the third anchor pile 1125 is fixedly connected to the second lifting mechanism 1126, and the second lifting mechanism 1126 may be implemented by any linear driving mechanism provided in the prior art, such as a linear module or a cylinder, and can drive the third anchor pile 1125 to implement a linear reciprocating motion in a vertical direction; a plurality of second sliding grooves 3 are uniformly formed in the road surface along the length direction of the road, and the second sliding grooves 3 are parallel to the width direction of the road; the lower end of the third anchor pile 1125 is fixedly provided with a sliding block 1127 and is in sliding connection with the second chute 3 through the sliding block 1127; when the box-shaped main unit 11 moves in place, the second lifting mechanism 1126 drives the third anchor pile 1125 to move upwards so that the sliding block 1127 and the second chute 3 generate opposite stress in the vertical direction, specifically, as shown in fig. 5, the second chute 3 may be an embedded chute, the sliding block 1127 is embedded in the second chute 3, and when the second lifting mechanism 1126 drives the third anchor pile 1125 to move upwards, the sliding block 1127 moves upwards to be closely attached to the upper top surface of the inner wall of the second chute 3 so as to generate strong friction in the horizontal direction, thereby realizing the limitation of the displacement of the box-shaped main unit 11 in the horizontal direction.
Further, as shown in fig. 5, two ends of the second chute 3 are respectively provided with a drain pipe 4, one end of the drain pipe 4 is communicated with the end of the second chute 3, and the other end is communicated with one side of the width direction of the road, in general, the road surface is inclined downwards from the middle to the two sides, and rainwater or sewage accumulated in the second chute 3 can be effectively discharged through the arrangement of the drain pipe 4, so that smooth passing of the sliding block 1127 or the third anchor pile 1125 in the second chute 3 is ensured.
Further, as shown in fig. 6, in any of the above embodiments, the box-shaped main unit 11 is further configured with a controller 114, the traveling mechanism 111 and the horizontal displacement limiting device 112 are electrically connected to the controller 114, and the controller 114 can control the traveling mechanism 111 and the horizontal displacement limiting device 112 to start and stop; the controller 114 is integrated with a communication module 1141 and a control module 1142, and the controller 114 is wirelessly connected with the remote terminal 5 through the communication module 1141, and remotely controls the start and stop of the travelling mechanism 111 and the horizontal displacement limiting device 112 through the remote terminal 5.
Further, as shown in fig. 1, in any of the above embodiments, the wavy guardrail 115 is disposed on both sides of the box-shaped main body unit 11 in the width direction, and the wavy guardrail 115 is disposed to extend along the length direction of the box-shaped main body unit 11, so that the impact between the vehicle and the box-shaped main body unit 11 can be reduced by disposing the wavy guardrail 115, and the anti-collision performance of the box-shaped main body unit 11 can be further improved.
Further, as shown in fig. 1, in any of the above embodiments, the top of the box-shaped main unit 11 is provided with a housing groove 116, and the housing groove 116 extends along the length direction of the box-shaped main unit 11; an ecological greening box 117 is arranged in the accommodating groove 116, and green plants can be planted in the ecological greening box 117, so that the purposes of green environmental protection and shielding of opposite lights of vehicles on two sides are achieved.
Further, as shown in fig. 2, in any of the above embodiments, two box-shaped main body units 11 are disposed in each movable barrier group 1, and adjacent box-shaped main body units 11 are juxtaposed in the road width direction, and when a tide change is required, the two box-shaped main body units 11 in the group are moved to the same side by a distance of one lane width to realize the lane change; in an emergency situation, the two box-shaped main body units 11 in the group can be respectively moved to two sides of the width direction of the highway reversely by a distance of half or one lane width, an emergency channel 7 is formed between the two box-shaped main body units 11, and the applicability of the guardrail is improved.
It will be appreciated that adjacent movable barrier groups 11 are detachably connected side by side in the length direction of the road; in this embodiment, the adjacent movable guardrail groups 11 can be detachably connected through the chain 6, so that a plurality of movable guardrail groups 11 are connected into a piece to form an effective isolation belt, meanwhile, the distance between the adjacent movable guardrail groups 11 can be adjusted, and through continuously adjusting the distance between the plurality of movable guardrail groups 11, a distance for vehicles to pass is vacated for head-adjusting and other lane-changing passing measures under special conditions; in other embodiments, the adjacent movable fence sets 11 can be detachably connected through telescopic arms, so that the movable fence sets have higher rigidity than the chain 6, and the anti-collision performance of the joints of the adjacent movable fence sets 11 is improved. It can be appreciated that the telescopic arm can be telescopic by adopting a parallelogram hinge structure or a steel box body or a steel cylinder body which are mutually sleeved, which is the prior art and is not repeated here.
The above is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (12)
1. The anchor pile type movable isolation guardrail for the tidal highway is characterized by comprising a plurality of movable guardrail groups distributed along the length direction of the highway, wherein each movable guardrail group comprises at least one box-shaped main body unit, and a travelling mechanism for moving the box-shaped main body unit is arranged at the bottom of the box-shaped main body unit; and at least one horizontal displacement limiting device is arranged at the bottom of the box-shaped main body unit, and is connected with the road surface and provides horizontal acting force for the box-shaped main body unit after the box-shaped main body unit moves in place.
2. The anchor pile type movable isolation fence for a tidal highway according to claim 1, wherein the horizontal displacement limiting device comprises a first anchor pile and two locking mechanisms, the first anchor pile is perpendicular to a pavement, the lower end of the first anchor pile is fixedly connected with the pavement, a first chute parallel to the width direction of the highway is formed in the middle of the box-shaped main body unit, and the upper end of the first anchor pile is inserted into the first chute and can slide along the first chute; the two locking mechanisms are respectively arranged at two ends of the first sliding groove, and when the first anchor pile slides to any end of the first sliding groove, the locking mechanisms are blocked on the inner side of the first anchor pile to limit the displacement of the first anchor pile to the opposite end of the first sliding groove.
3. The anchor pile type movable isolation fence for a tidal highway according to claim 2, wherein the locking mechanism comprises a shaft rod vertically penetrating through the first chute in a horizontal direction, a driving device for driving the shaft rod to axially displace along the shaft rod is arranged at any end of the shaft rod, and the free end of the shaft rod can move forwards from a first side in the width direction of the first chute to abut against or pass through a second side in the width direction of the first chute or backwards to be hidden at the first side in the width direction of the first chute.
4. The anchor pile type mobile isolation barrier for a tidal highway according to claim 2, wherein the width of the box type main body unit is greater than or equal to the width of a single lane of the highway.
5. The anchor pile type mobile isolation barrier for a tidal highway according to claim 1, wherein the horizontal displacement limiting device comprises a second anchor pile and a first lifting mechanism which are arranged perpendicular to the ground, and the second anchor pile is fixedly connected with the first lifting mechanism; and a plurality of holes are uniformly formed in the road surface along the length direction of the road, and when the box-shaped main body unit moves to the position, above the holes, of the second anchor piles, the first lifting mechanism drives the second anchor piles to move downwards and correspondingly insert into the holes.
6. The anchor pile type movable isolation barrier for a tidal highway according to claim 5, wherein a plurality of the holes are formed on a lane line between adjacent lanes and are equidistantly spaced along the length direction of the lane line.
7. The anchor pile type mobile isolation barrier for a tidal highway according to claim 1, wherein the horizontal displacement limiting device comprises a third anchor pile and a second lifting mechanism which are arranged perpendicular to the ground, and the third anchor pile is fixedly connected with the second lifting mechanism; a plurality of second sliding grooves are uniformly formed in the road surface along the length direction of the road, and the second sliding grooves are parallel to the width direction of the road; a sliding block is fixed at the lower end of the third anchor pile and is in sliding connection with the second sliding groove through the sliding block; when the box-shaped main body unit moves in place, the second lifting mechanism drives the third anchor pile to move upwards, so that opposite stress is generated between the sliding block and the second sliding groove in the vertical direction.
8. The anchor pile type movable isolation fence for a tidal highway according to claim 7, wherein two ends of the second chute are respectively provided with a row pipe, one end of the row pipe is communicated with the end of the second chute, and the other end of the row pipe is communicated with one side of the highway in the width direction.
9. The anchor pile type mobile isolation barrier for a tidal highway according to any one of claims 1 to 8, wherein the box type main body unit is further provided with a controller, and the travelling mechanism and the horizontal displacement limiting device are electrically connected with the controller; and the controller is integrated with a communication module and a control module, and is in wireless connection with the remote terminal through the communication module.
10. The anchor pile type movable isolation barrier for a tidal highway according to any one of claims 1 to 8, wherein both sides in a width direction of the box type main body unit are respectively provided with a wave shaped barrier, and the wave shaped barriers are extended along a length direction of the box type main body unit.
11. The anchor pile type movable isolation fence for a tidal highway according to any one of claims 1 to 8, wherein a housing groove is formed in the top of the box-shaped main body unit, and the housing groove extends along the length direction of the box-shaped main body unit; an ecological greening box is arranged in the holding groove.
12. An anchor pile type movable isolation barrier for a tidal road according to any one of claims 1 to 8, wherein two box-shaped main body units are arranged in each of said movable barrier groups, and adjacent box-shaped main body units are juxtaposed in a road width direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221876114.9U CN218952066U (en) | 2022-07-08 | 2022-07-08 | Anchor pile type movable isolation guardrail for tidal highway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221876114.9U CN218952066U (en) | 2022-07-08 | 2022-07-08 | Anchor pile type movable isolation guardrail for tidal highway |
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| Publication Number | Publication Date |
|---|---|
| CN218952066U true CN218952066U (en) | 2023-05-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221876114.9U Active CN218952066U (en) | 2022-07-08 | 2022-07-08 | Anchor pile type movable isolation guardrail for tidal highway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218952066U (en) |
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2022
- 2022-07-08 CN CN202221876114.9U patent/CN218952066U/en active Active
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