Novel dike structure meeting traffic requirements

Abstract

The utility model discloses a novel embankment structure meeting traffic requirements, which comprises an ecological protection slope, a slope top shortcut is arranged at the top of the ecological protection slope, and a riding track is arranged on the surface of the ecological protection slope; the structure is characterized in that a dike pulling groove is formed in the surface of the ecological protection slope, a traffic gate is connected to the surface of the dike pulling groove, and a dike top traffic bridge is arranged at the top of the dike pulling groove; the problems that a dam mechanism in the prior art cannot meet traffic requirements and can generate adverse effects on traffic are solved, a road system composed of the traffic gate and the river-crossing bridge can facilitate traffic communication and economic communication of people on the two banks, and when the flood level of a river channel is high, the gate can be closed in time to play a flood prevention role.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy projects, in particular to a new type of embankment structure that meets traffic needs. Background Art

[0002] There are many rivers in my country, and most of them have seasonal hydrological characteristics. They are mainly affected by monsoon climate and geographical conditions. The time distribution of dry season and flood season of different rivers is extremely unbalanced. Especially in the north and northwest of my country, the river is in dry season all year round, and there is a possibility of flooding during the flood season. The construction of flood control embankments on both sides of the river will affect the traffic on both sides to a certain extent, and it will not play a flood control role during the dry season. The main purpose of traditional flood control embankments is only to prevent river flooding, and the traffic demand is not fully considered. The uplift of the embankment will lead to a significant height difference between the traffic roads and embankments on both sides of the river, making it difficult for vehicles and pedestrians to directly cross the embankment through the bridge to reach the other side. At the same time, when building cross-river bridges, it is necessary to consider the impact of the embankment being too high, which greatly increases the risk and cost of traffic on both sides. The above problems will lead to limited traffic flow on both sides, causing many inconveniences to local residents and commercial activities. Therefore, for the embankments built on both sides of the river with a long dry season, the traffic demand should be fully considered. Therefore, it is necessary to design a new embankment structure that meets the traffic demand to solve the above problems. Summary of the invention

[0003] The technical problem to be solved by the utility model is to provide a new type of embankment structure that meets traffic demand, and solve the problem that the embankment structure of the prior art cannot take into account traffic demand and also has an adverse effect on traffic.

[0004] In order to solve the above technical problems, the technical solution adopted by the utility model is:

[0005] A new type of embankment structure that meets traffic needs includes an ecological slope protection, a slope top footpath is arranged on the top of the ecological slope protection, and a horse path is opened on the surface of the ecological slope protection; it is characterized in that an embankment groove is arranged on the surface of the ecological slope protection, a traffic gate is connected to the surface of the embankment groove, and an embankment top traffic bridge is arranged on the top of the embankment groove.

[0006] Preferably, a through passage is opened on the surface of the ecological slope protection, and the embankment groove passes through the passage; the embankment groove includes roads on both sides, and a recessed structure is opened in the middle of the road to cooperate with the traffic gate.

[0007] Preferably, supporting concrete slabs are cast on both sides of the through channel opened on the surface of the ecological slope protection and vertically connected to the road.

[0008] Furthermore, the supporting concrete slab can prevent the dam from becoming structurally unstable due to the opening of the through passage.

[0009] Preferably, the recessed structure comprises a groove which is wide at the top and narrow at the bottom, which is composed of a downwardly inclined oblique concrete slab and a vertical concrete slab of a vertical structure; a water collection well is provided at the bottom of the recessed structure, and a water collection well platform of a planar structure is provided on one side of the water collection well.

[0010] Preferably, the traffic gate includes two steel gates and two sets of hydraulic rods, the bottom end of the hydraulic rod is hinged to the surface of the water collection well platform, and the other end is connected to the lower surface of the steel gate, and the hydraulic system oil and gas equipment is connected to the upper surface of the water collection well platform.

[0011] Furthermore, the maximum extension length of the hydraulic rod is smaller than the depth of the recessed structure.

[0012] Preferably, water-stopping steps are arranged on both sides of the steel gate, and first water-stopping rubbers are arranged respectively on the two gates and at the joints between the water-stopping steps of the gate and the concrete.

[0013] Preferably, the bottom end of the steel gate is connected to a rotating shaft, and the bottom of the rotating shaft is connected to the rotating shaft support. The steel gate can rotate around the rotating shaft. A water-stop rubber ring is arranged around the rotating shaft above the rotating shaft support, and a drainage ditch is arranged below the rotating shaft support. The drainage ditch is connected to the water collection well through a drainage pipe.

[0014] Preferably, the dike top traffic bridge is connected to the dike top access road, spanning the upper side of the dike groove; a second water-stop rubber is arranged on the side of the bridge near the steel gate.

[0015] Furthermore, the thickness of the second water-stop rubber is determined by whether it can completely fit with the top of the gate when it is lifted. When the steel gate is closed to block water, it can effectively prevent rainwater on the top of the embankment from seeping into the hydraulic system.

[0016] The beneficial effects of the utility model are as follows:

[0017] 1. During the non-flood season, the road system consisting of traffic gates and cross-river bridges can facilitate traffic and economic exchanges between the people on both sides of the strait. When the flood level of the river is high, the gates can be closed in time to prevent floods;

[0018] 2. It solves the problem of raising the bridge piers to cross the embankment when building bridges, greatly reducing the project investment;

[0019] 3. When the flood water level is high and the gate is closed, the water-stop rubber ring at the rotating shaft, the water-stop rubber on both sides of the gate and the side of the traffic bridge on the top of the embankment can effectively stop water;

[0020] 4. The maintenance access road on the embankment allows staff to conduct timely maintenance on the gate system, and also facilitates personnel to enter and exit the horseway. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] The utility model is further described below in conjunction with the accompanying drawings and embodiments:

[0022] Figure 1 It is a schematic diagram of the overall layout of the utility model;

[0023] Figure 2 This is a schematic diagram of the groove bottom plate of the utility model;

[0024] Figure 3 This is a schematic diagram of the traffic gate of the utility model;

[0025] Figure 4 The layout intention of the utility model traffic bridge;

[0026] In the figure: ecological slope protection 1, slope top access road 2, horse road 3, supporting concrete slab 4-1, embankment groove 4, water collection well 4-3, vertical concrete slab 4-4, road 4-5, traffic gate 5, steel gate 5-1, hydraulic rod 5-2, hydraulic system oil and gas equipment 5-3, water-stop step 5-4, first water-stop rubber 5-5, rotating shaft 5-6, rotating shaft support 5-7, water-stop rubber ring 5-8, drainage ditch 5-9, embankment top traffic bridge 6, second water-stop rubber 6-2. DETAILED DESCRIPTION

[0027] like Figure 1-4 As shown, a new type of embankment structure that meets traffic needs includes an ecological slope protection 1, a slope top access road 2 is arranged on the top of the ecological slope protection 1, and a horse path 3 is opened on the surface of the ecological slope protection 1; it is characterized in that an embankment groove 4 is arranged on the surface of the ecological slope protection 1, a traffic gate 5 is connected to the surface of the embankment groove 4, and an embankment top traffic bridge 6 is arranged on the top of the embankment groove 4.

[0028] Preferably, a through passage is opened on the surface of the ecological slope protection 1, and the embankment groove 4 passes through the passage; the embankment groove 4 includes roads 4-5 on both sides, and a recessed structure is opened in the middle of the road 4-5 to cooperate with the traffic gate 5.

[0029] Preferably, supporting concrete slabs 4-1 are cast on both sides of the through channel opened on the surface of the ecological slope protection 1 and vertically connected to the road 4-5.

[0030] Preferably, the recessed structure comprises a groove which is wide at the top and narrow at the bottom, which is composed of a downwardly inclined oblique concrete slab 4-2 and a vertical concrete slab 4-4 of a vertical structure; a water collecting well 4-3 is opened at the bottom of the recessed structure, and a water collecting well platform of a planar structure is arranged on one side of the water collecting well 4-3.

[0031] Preferably, the traffic gate 5 includes two steel gates 5-1 and two sets of hydraulic rods 5-2. The bottom ends of the hydraulic rods 5-2 are hinged to the surface of the water collection well platform, and the other ends are connected to the lower surface of the steel gates 5-1. The hydraulic system oil and gas equipment 5-3 is connected to the upper surface of the water collection well platform.

[0032] Preferably, water-stopping steps 5-4 are provided on both sides of the steel gate 5-1, and first water-stopping rubbers 5-5 are provided respectively at the two gates and at the joints between the gate and the concrete water-stopping steps 5-4.

[0033] Preferably, the bottom end of the steel gate 5-1 is connected to a rotating shaft 5-6, and the bottom of the rotating shaft 5-6 is connected to the rotating shaft support 5-7. The steel gate 5-1 can rotate around the rotating shaft 5-6. A water-stop rubber ring 5-8 is arranged around the rotating shaft above the rotating shaft support 5-7, and a drainage ditch 5-9 is arranged below the rotating shaft support 5-7. The drainage ditch 5-9 is connected to the water collection well 4-3 through a drainage pipe 5-10.

[0034] Preferably, the dike top traffic bridge 6 is connected to the dike top access road 2 and spans the upper side of the dike groove; a second water-stop rubber 6 - 2 is arranged on the side of the bridge close to the steel gate 51 .

[0035] The working principle of the utility model is as follows:

[0036] When the water level in the river is low, the hydraulic rod 5-2 shrinks, the steel gate 5-1 is placed stably and fits the road surface, and people can pass through the gate; when the water level in the river is high, the hydraulic rod 5-2 expands and contracts, and the steel gate 5-1 rotates upward until it is parallel to the embankment slope to achieve a water-blocking effect. The side steps of the gate fit with the concrete steps on both sides, and the water-stopping rubber 5-5 is pressed tightly to achieve a water-stopping effect.

[0037] The above embodiments are only preferred technical solutions of the present invention and should not be regarded as limitations of the present invention. The protection scope of the present invention shall be the technical solutions recorded in the claims, including equivalent replacement solutions of the technical features in the technical solutions recorded in the claims. That is, equivalent replacement improvements within this scope are also within the protection scope of the present invention.

Claims

1. A new type of embankment structure that meets traffic needs, comprising an ecological slope protection (1), a slope top access road (2) being arranged on the top of the ecological slope protection (1), and a horse path (3) being opened on the surface of the ecological slope protection (1); It is characterized in that The surface of the ecological slope protection (1) is provided with an embankment groove (4), the surface of the embankment groove (4) is connected with a traffic gate (5), and the top of the embankment groove (4) is provided with an embankment top traffic bridge (6).

2. A new type of embankment structure that meets traffic needs according to claim 1, It is characterized in that A through passage is opened on the surface of the ecological slope protection (1), and the dike groove (4) passes through the passage; the dike groove (4) includes roads (4-5) on both sides, and a concave structure is opened in the middle of the road (4-5) to cooperate with the traffic gate (5).

3. A new type of embankment structure that meets traffic needs according to claim 2, It is characterized in that Supporting concrete slabs (4-1) are cast on both sides of the through passage opened on the surface of the ecological slope protection (1) and vertically connected to the road (4-5).

4. A new type of embankment structure that meets traffic needs according to claim 2, It is characterized in that The sunken structure comprises a groove which is wide at the top and narrow at the bottom, formed by a downwardly inclined oblique concrete slab (4-2) and a vertical concrete slab (4-4) of a vertical structure; a water collection well (4-3) is provided at the bottom of the sunken structure, and a water collection well platform of a planar structure is provided on one side of the water collection well (4-3).

5. A new type of embankment structure that meets traffic needs according to claim 4, It is characterized in that The traffic gate (5) comprises two steel gates (5-1) and two sets of hydraulic rods (5-2), the bottom ends of the hydraulic rods (5-2) are hinged on the surface of the water collection well platform, and the other ends are connected to the lower surface of the steel gates (5-1), and the hydraulic system oil and gas equipment (5-3) is connected to the upper surface of the water collection well platform.

6. A new type of embankment structure that meets traffic needs according to claim 5, It is characterized in that Water-stopping steps (5-4) are arranged on both sides of the steel gate (5-1), and first water-stopping rubbers (5-5) are respectively arranged at the two gates and at the joints between the gate and the concrete water-stopping steps (5-4).

7. A new type of embankment structure that meets traffic needs according to claim 5, It is characterized in that The bottom end of the steel gate (5-1) is connected to a rotating shaft (5-6), and the bottom of the rotating shaft (5-6) is connected to a rotating shaft support (5-7). The steel gate (5-1) can rotate around the rotating shaft (5-6), and a water stop rubber ring (5-8) is arranged around the rotating shaft above the rotating shaft support (5-7). A drainage ditch (5-9) is arranged below the rotating shaft support (5-7), and the drainage ditch (5-9) is connected to the water collection well (4-3) through a drainage pipe (5-10).

8. A new type of embankment structure that meets traffic needs according to claim 1, It is characterized in that The embankment top traffic bridge (6) is connected to the embankment top access road (2) and spans the upper side of the embankment groove; a second water-stopping rubber (6-2) is arranged on the side of the bridge close to the steel gate (5-1).

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