CN215629301U

CN215629301U - Town road engineering design antiskid structure

Info

Publication number: CN215629301U
Application number: CN202121846516.XU
Authority: CN
Inventors: 邓敏鹏
Original assignee: Foshan Xinxin Taste Decoration Engineering Co ltd
Current assignee: Yingke Design Co ltd
Priority date: 2021-08-09
Filing date: 2021-08-09
Publication date: 2022-01-25
Anticipated expiration: 2031-08-09

Abstract

The utility model relates to the technical field of anti-skidding structures of pedestrian overpasses, in particular to an anti-skidding structure designed for municipal road engineering, which solves the problems that in the prior art, a pedestrian easily sideslips when walking on a step, and even falls down and is seriously injured. Including a whole stair of constituteing by a plurality of ladders, the ladder top is equipped with the basin, and the basin comprises water drainage tank, first diversion flume and second diversion flume, the ladder top is located and is equipped with the third diversion flume that the multiunit is vertical parallel between first diversion flume and the second diversion flume, the ladder top is equipped with the rubber pad that corresponds with the basin through hexagon socket head cap screw, and the rubber pad comprises antiskid ribbed tile, guard plate and supporting block. According to the utility model, through the use of the water tank and the rubber pad, the top of the ladder has an anti-skidding effect, and meanwhile, the ladder can be effectively drained, so that rainwater is prevented from being accumulated on the top of the ladder, and pedestrians are prevented from sideslipping and falling down during walking.

Description

Town road engineering design antiskid structure

Technical Field

The utility model relates to the technical field of anti-skid structures of pedestrian overpasses, in particular to an anti-skid structure designed for municipal road engineering.

Background

The municipal road engineering design refers to the design and arrangement of urban pipelines, urban green belts, bicycle lanes, pedestrian overpasses and the like. The pedestrian overpass refers to a pedestrian overpass and is generally built in a section with large traffic flow and dense pedestrians, or on an intersection, a square and a railway. The pedestrian overpass only allows pedestrians to pass through, is used for avoiding conflict when traffic flow and pedestrian flow planes are intersected, ensures safe crossing of people, improves the speed of the vehicle, and reduces traffic accidents.

Its ladder top of current pedestrian overpass does not mostly set up anti-skidding structure, leads to when meetting rainy weather, receives rainwater ponding influence to make the ladder top can have the slip nature, will lead to easily taking place to sideslip when people walk on the ladder like this, serious emergence pedestrian falls down to tumble injury even.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide an anti-skid structure designed for municipal road engineering, which solves the problems that in the prior art, a pedestrian is easy to sideslip when walking on a step, and even falls down and is seriously injured.

In order to achieve the purpose, the utility model adopts the following technical scheme:

the utility model provides a town road engineering design antiskid structure, includes a whole stair of constituteing by a plurality of ladders, the ladder top is equipped with the basin, and the basin comprises water drainage tank, first diversion groove and second diversion groove, the ladder top is located and is equipped with the third diversion groove that the multiunit is vertical parallel between first diversion groove and the second diversion groove, the ladder top is equipped with the rubber pad that corresponds with the basin through hexagon socket head cap screw, and the rubber pad comprises antiskid ribbed tile, guard plate and supporting block.

Further, first diversion flume and second diversion flume are horizontal parallel to be seted up at the ladder top, two the drainage flume is vertical parallel to be seted up at the ladder top and communicate with first diversion flume and second diversion flume.

Furthermore, the protection plate is located the antiskid ribbed tile both ends and with antiskid ribbed tile integrated into one piece, and the protection plate matches with the water drainage tank top.

Furthermore, two the supporting shoe respectively with first diversion flume and second diversion flume cooperation, and two supporting shoes set up respectively in the antiskid ribbed tile bottom.

Furthermore, the antiskid plate and the surface of the protection plate are all provided with water leakage holes for water seepage in a penetrating mode.

Furthermore, the water leakage holes are communicated with a third water guide groove, the third water guide groove is communicated with the first water guide groove and the second water guide groove, and the depth of the first water guide groove and the depth of the second water guide groove are larger than that of the third water guide groove.

Furthermore, a plurality of groups of first through holes and second through holes are respectively arranged in the two supporting blocks in a longitudinally and transversely penetrating manner, and the first through holes are communicated with the second through holes.

The utility model has at least the following beneficial effects:

according to the utility model, through the arrangement of the antiskid plate and the protection plate, the friction force of pedestrians walking on the steps can be improved, and the pedestrians are prevented from sideslipping and falling when passing through the overpass.

Through the arrangement of the water leakage holes, the through holes and the three water guide grooves, the rainwater at the top of the ladder can be drained conveniently.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.

FIG. 1 is an axial view of the present invention;

FIG. 2 is a schematic structural view of FIG. 1 with the rubber mat removed;

FIG. 3 is another perspective view of FIG. 2;

FIG. 4 is a schematic view of the structure of the rubber sheet of FIG. 1;

fig. 5 is a schematic bottom view of the rubber plate of fig. 4.

In the figure: 1. a step; 2. a water discharge tank; 3. a first flume; 4. a second flume; 5. a third flume; 6. an anti-skid plate; 7. a protection plate; 8. a water leakage hole; 9. a support block; 10. a first through hole; 11. a second via.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.

Referring to fig. 1-5, a municipal road engineering design anti-skid structure comprises a whole stair composed of a plurality of steps 1, a water tank is arranged on the top of the steps 1 and is composed of drainage channels 2, a first diversion channel 3 and a second diversion channel 4, the first diversion channel 3 and the second diversion channel 4 are transversely arranged on the top of the steps 1 in parallel, the two drainage channels 2 are longitudinally arranged on the top of the steps 1 in parallel and are communicated with the first diversion channel 3 and the second diversion channel 4, the middle position of the first diversion channel 3 and the second diversion channel 4 is slightly higher than the height of the two ends, so that water can be conveniently shunted and discharged from the middle to the two sides, a plurality of groups of longitudinally parallel third diversion channels 5 are arranged on the top of the steps 1 and between the first diversion channel 3 and the second diversion channel 4, the surfaces of the antiskid plate 6 and the protection plate 7 are provided with water leakage holes 8 for water seepage in a penetrating way, and the water leakage holes 8 are communicated with the third water guide grooves 5.

Referring to fig. 1-5, a town road engineering design anti-skidding structure, when needs discharge the rainwater at ladder 1 top, water flows into third leading water tank 5 and water drainage tank 2 inside through hole 8 that leaks, and the inside moisture that enters into third leading water tank 5 flows into first leading water tank 3 and second leading water tank 4 inside respectively, simultaneously because first through-hole 10 and second through-hole 11 intercommunication, the water that enters into first leading water tank 3 and second leading water tank 4 inside converging water drainage tank 2 this time, then flow into different water drainage tank 2 inside and final discharge ladder 1 outside from high to low this time.

Referring to fig. 1-5, in the anti-slip structure designed for the municipal road engineering, a rubber pad corresponding to a water tank is arranged at the top of a step 1 through an inner hexagon bolt, and the rubber pad is composed of an antiskid plate 6, a protection plate 7 and a supporting block 9, the antiskid plate 6 and the protection plate 7 are made of protection rubber, the protection plate 7 is positioned at two ends of the antiskid plate 6 and is integrated with the antiskid plate 6, the protection plate 7 is matched with the top of the water drainage groove 2, the two supporting blocks 9 are respectively matched with the first water diversion groove 3 and the second water diversion groove 4, and the two supporting blocks 9 are respectively arranged at the bottom of the antiskid plate 6, a plurality of groups of first through holes 10 and second through holes 11 are respectively arranged in the two supporting blocks 9 in a penetrating way longitudinally and transversely, and the first through hole 10 and the second through hole 11 are communicated with each other, and the first through hole 10 and the second through hole 11 can prevent the supporting block 9 from blocking the first water guide groove 3 and the second water guide groove 4, so that the water drainage is prevented from being influenced.

Referring to fig. 1-5, a municipal road engineering design antiskid structure, when in use, a rubber pad is placed on the top of a step 1, so that two protection plates 7 cover the top of a drainage channel 2, the inner side of the drainage channel 2 is provided with a bevel edge convenient for supporting the protection plates 7, so as to prevent the protection plates 7 from collapsing into the drainage channel 2, meanwhile, a supporting block 9 is positioned inside a first diversion channel 3 and a second diversion channel 4 to support an antiskid plate 6, at the moment, the antiskid plate 6 covers the top of the step 1 in an embedded mode, then a worker installs the antiskid plate 6 and the step 1 through an inner hexagon bolt, so that the antiskid plate 6 and the top of the step 1 are on the same plane, when the pedestrian walks on the antiskid plate 6, the antiskid plate 6 made of rubber can not only prevent the pedestrian from sideslipping with the top of the step 1, but also can penetrate into the diversion channel through a water leakage hole 8, when the pedestrian walks on the upper surface, antiskid ribbed tile 6 receives pressure, and certain deformation also takes place for further supporting shoe 9 to this extrudees the water of first leading water groove 3 and second leading water groove 4 inside, makes the drinking cup extrusion flow in inside water drainage tank 2, and then carries out the drainage in skid-proof, prevents that the rainwater is long-pending to stay on ladder 1, prevents that the pedestrian from taking place to slip.

The foregoing shows and describes the general principles, essential features, and advantages of the utility model. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are merely illustrative of the principles of the utility model, but that various changes and modifications may be made without departing from the spirit and scope of the utility model, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides a town road engineering design antiskid structure, includes a whole stair of constituteing by a plurality of ladders (1), its characterized in that, ladder (1) top is equipped with the basin, and the basin comprises water drainage tank (2), first diversion groove (3) and second diversion groove (4), ladder (1) top is located and is equipped with the third diversion groove (5) that the multiunit is vertical parallel between first diversion groove (3) and second diversion groove (4), ladder (1) top is equipped with the rubber pad that corresponds with the basin through hexagon socket head cap screw, and the rubber pad comprises antiskid ribbed tile (6), guard plate (7) and supporting shoe (9).

2. The anti-skid structure for the municipal road engineering design according to claim 1, wherein the first water guide groove (3) and the second water guide groove (4) are arranged at the top of the step (1) in a transverse parallel manner, and the two water guide grooves (2) are arranged at the top of the step (1) in a longitudinal parallel manner and are communicated with the first water guide groove (3) and the second water guide groove (4).

3. The anti-skid structure for municipal road engineering design according to claim 1, wherein the protection plates (7) are located at both ends of the anti-skid plate (6) and are integrally formed with the anti-skid plate (6), and the protection plates (7) are matched with the top of the drainage channel (2).

4. The anti-skid structure for municipal road engineering design according to claim 3, wherein two of the support blocks (9) are respectively fitted with the first and second flumes (3, 4), and the two support blocks (9) are respectively disposed at the bottom of the anti-skid plate (6).

5. The anti-skid structure for municipal road engineering design according to claim 4, wherein water leakage holes (8) for water seepage are formed through the surfaces of the anti-skid plate (6) and the protection plate (7).

6. The anti-skid structure for municipal road engineering design according to claim 5, wherein the water leakage holes (8) are communicated with a third flume (5), the third flume (5) is communicated with the first flume (3) and the second flume (4), and the depth of the first flume (3) and the depth of the second flume (4) are greater than the depth of the third flume (5).

7. The anti-skid structure for municipal road engineering design according to claim 4, wherein multiple sets of first through holes (10) and second through holes (11) penetrate through the inside of the two support blocks (9) longitudinally and transversely, respectively, and the first through holes (10) communicate with the second through holes (11).