CN215329441U - An opening and closing combined device for rapid water retention and drainage in highway and railway culverts - Google Patents
An opening and closing combined device for rapid water retention and drainage in highway and railway culverts Download PDFInfo
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- CN215329441U CN215329441U CN202120604982.0U CN202120604982U CN215329441U CN 215329441 U CN215329441 U CN 215329441U CN 202120604982 U CN202120604982 U CN 202120604982U CN 215329441 U CN215329441 U CN 215329441U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 83
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 16
- 238000007599 discharging Methods 0.000 claims description 11
- 238000004873 anchoring Methods 0.000 claims description 6
- 229910001234 light alloy Inorganic materials 0.000 claims description 5
- 230000000903 blocking effect Effects 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 229910045601 alloy Inorganic materials 0.000 claims 2
- 239000000956 alloy Substances 0.000 claims 2
- 230000001681 protective effect Effects 0.000 claims 1
- 238000009412 basement excavation Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract 1
- 239000002775 capsule Substances 0.000 description 24
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000005525 hole transport Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
本实用新型公开了一种用于公路和铁路涵洞快速挡水引流启闭组合装置，包括挖设在地下涵洞进出口处的基坑，在基坑内安装地下矩形槽，在地下矩形槽的路面两端开挖集水槽。地下矩形槽底部通长固定一个顶面为弧面的支挡，弧面底端紧靠水流上游一侧的地下矩形槽的侧壁，并在弧面底端安装一个橡胶囊体，采用空气或水对橡胶囊体充灌。地下矩形槽安装有槽盖，位于水流上游一侧的槽盖与地下矩形槽的顶部通过平开合页相连，并采用通长橡胶片对该铰接处密封防水，位于水流下游一侧的槽盖底壁与地下矩形槽的侧壁连接多个锁链。橡胶囊体鼓胀时槽盖随之转动使得水流沿槽盖流向两边集水槽中。采用本装置可快速挡水引流，时效性好，大幅度节省人力、物力和财力投入。
The utility model discloses an opening and closing combined device for rapid water retention and drainage of highway and railway culverts, which comprises a foundation pit dug at the entrance and exit of an underground culvert, an underground rectangular groove is installed in the foundation pit, and two road surfaces of the underground rectangular groove are installed in the foundation pit. End excavation sump. The bottom of the underground rectangular groove is fixed with a supporting block whose top surface is an arc surface. Water fills the rubber bladder. The underground rectangular groove is installed with a groove cover. The groove cover located on the upstream side of the water flow is connected to the top of the underground rectangular groove through a hinged hinge, and a long rubber sheet is used to seal and waterproof the hinge. The groove cover located on the downstream side of the water flow The bottom wall and the side wall of the underground rectangular slot are connected with a plurality of chains. When the rubber bladder is inflated, the tank cover rotates along with it, so that the water flows along the tank cover to the water collecting tanks on both sides. The device can quickly block water and drain water, has good timeliness, and greatly saves manpower, material resources and financial investment.
Description
Technical Field
The utility model relates to a flood-proof water retaining device for highway and railway culverts, in particular to a water retaining or diversion guide device which is manufactured by utilizing rubber bag bags and is used for a highway bridge culvert entrance.
Background
At present, the problem of ponding in culverts is mainly solved by constructing a pump station to pump and drain the ponding and guard the relevant personnel on the rainy day to block pedestrians and vehicles. This method has the following disadvantages: firstly, the investment is large, the benefit is low, and once the large amount of drainage equipment and operators are required to be invested; secondly, the strength, the occurrence and the duration of rainwater are uncertain, the timeliness is poor, the accumulated water cannot be guaranteed to be effectively dredged in time, and the life and property safety of pedestrians still has great risks; due to uncertainty of rainwater, the effective time of the related personnel on duty cannot be guaranteed, and manpower and a large amount of time are consumed; fourthly, a large amount of solid materials such as soil, stones, wood, surface garbage and the like are carried by the rain water to be accumulated at the bottom of the culvert, so that the manpower and the transportation burden are further increased.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art and provide a quick water retaining and drainage opening and closing combined device for a road and a railway culvert, which can quickly and effectively solve the problem of water accumulation in the railway and the road culvert in rainy days.
The utility model relates to a quick water retaining, draining, opening and closing combination device for a highway culvert and a railway culvert, which comprises foundation pits dug at the inlet and the outlet of an underground culvert respectively, an underground rectangular groove is arranged in each foundation pit, water collecting grooves are dug at two ends of a road surface at the outer side position of each underground rectangular groove respectively, a support block is fixed on the bottom wall of each underground rectangular groove, which is positioned at the upstream side of the water flow direction and along the width direction of the underground culvert, the top surface of the support block is an arc top surface, the arc bottom end of the support block is tightly propped against the side wall of the underground rectangular groove at the upstream side of the water flow direction, the support block positioned at the downstream side of the water flow direction is fixed on the bottom wall of the underground rectangular groove, a rubber capsule body is arranged on the arc top surface, the rubber capsule body is positioned at the arc bottom side of the arc top surface and is fixedly connected with the bottom wall of the support block and the bottom wall of the underground rectangular groove through a plurality of anchoring systems, the rubber capsule body is provided with a charging and discharging port which is connected with one end of a charging and discharging pipeline, the other end of the charging and discharging pipeline penetrates through an underground rectangular groove and then is connected with an air compressor or a water pump in a ground workstation, and the bottom wall of the rubber capsule body is connected with a plurality of rubber resetting belts;
the top wall of the underground rectangular groove is covered with a groove cover, the groove cover positioned on the upstream side of the water flow direction is hinged with the top of the underground rectangular groove through a hinged hinge, the bottom wall of the groove cover positioned on the upstream side of the water flow direction and the side wall of the underground rectangular groove are connected with a full-length waterproof rubber sheet, two sides of the waterproof rubber sheet are respectively fixedly and hermetically connected with the bottom wall of the groove cover and the inner wall of the underground rectangular groove, when the groove cover rotates upwards around the hinge under the support of the rubber bag body, the waterproof rubber sheet can be arranged close to the intersection of the groove cover and the underground rectangular groove to seal the underground rectangular groove in a waterproof way, and the water flow intercepted on the trough cover can flow into the water collecting tank along the trough cover towards two sides, and the bottom wall of the trough cover positioned on one side of the downstream flowing direction of the water flow and the side wall of the underground rectangular trough are hinged with a plurality of chains.
The utility model has the beneficial effects that:
1. the construction cost is low, and the structural design of each part is simple, the preparation is convenient, the construction is convenient, the time limit for a project is short and can recycle.
2. When facing great rainwater flow, only need alone alright accomplish manger plate drainage operation fast, the ageing is good, need not pump drainage and the interior deposit of hole transport many times, has saved personnel, the input of machinery.
3. The rubber bag body can be filled to different degrees according to the rainfall, the rotation of the groove cover is driven to resist the rainwater with different flow rates, and the lifting degree of the groove cover can also play a certain warning role for passing pedestrians and vehicles.
4. After the dangerous case, the air or water in the rubber capsule body is exhausted, the rubber capsule body can be automatically recovered into the arc-shaped groove, the groove cover is automatically recovered to the original ground, normal passing is not influenced, and the rubber capsule has obvious economic benefit.
Drawings
FIG. 1 is a sectional view of the water retaining and draining opening and closing combination device and a water collecting tank of the utility model in the position of a culvert;
FIG. 2 is a schematic structural view of the water retaining drainage opening and closing combined device after installation;
FIG. 3 is a detailed view of the anchoring system of the bladder bag of the combination shown in FIG. 2;
FIG. 4 is a schematic view of the device of FIG. 2 in a configuration for opening the combination device for withstanding low rain flows when the rain fall is not excessive;
FIG. 5 is a schematic structural view illustrating that a tank cover of the opening and closing device of FIG. 4 is restored to the ground when a pedestrian vehicle passes through the device;
FIG. 6 is a schematic structural view of the device shown in FIG. 2, when the rainfall is heavy, the rubber bag is filled until the cover rotates to the maximum height;
fig. 7 is a top view of the overall structure of the device of fig. 6 in the direction of travel of the roadway.
Detailed Description
In order that those skilled in the art may better understand the present invention, the following detailed description of the utility model is provided in conjunction with the accompanying drawings.
As shown in the attached drawing, the quick water retaining, draining and opening combined device for the culvert of the highway and the railway is respectively positioned at an inlet and an outlet of an underground culvert 18-2, pavement excavation is respectively carried out at the inlet and the outlet, then an underground rectangular groove 4 is constructed and installed in an excavation groove, the highway or the railway 18-1 is arranged right above the culvert 18-2, water collecting grooves 18-3 are respectively excavated on the pavement 1 at the left side and the right side of each underground rectangular groove positioned at the upstream side of a water flow direction 17, and an underground drainage pipeline is communicated through the water collecting grooves 18-3 to drain water.
The utility model relates to a quick water retaining, draining, opening and closing combined device for a highway culvert and a railway culvert, which comprises foundation pits dug at the inlet and the outlet of an underground culvert 18-2 respectively, wherein an underground rectangular groove 4 is installed in each foundation pit, water collecting grooves 18-3 are dug at two sides of a road surface 1 at the outer side position of each underground rectangular groove 4 respectively, a support 7 is fixed on the bottom wall of each underground rectangular groove 4 at the upstream side of a water flow direction 17 and is respectively extended along the width direction of the underground culvert, the top surface of each support 7 is an arc top surface, the arc bottom end of the arc top surface of each support 7 tightly props against the side wall of the underground rectangular groove 4 at the upstream side of the water flow direction 17, and the support 7 at the downstream side of the water flow direction 17 is fixed on the bottom wall of the underground rectangular groove 4 through a fixing bolt 9. The arc-shaped top surface is provided with a rubber capsule body 10, and the rubber capsule body 10 is positioned at the arc bottom side of the arc-shaped top surface and is fixedly connected with the bottom wall of the supporting block 7 and the bottom wall of the underground rectangular groove 4 through a plurality of anchoring systems 16. The rubber bag body 10 is provided with a charging and discharging port 12, the rubber bag body 10 is charged with air or water through the charging and discharging port 12, the charging and discharging port 12 is connected with one end of a charging and discharging pipeline, and the other end of the charging and discharging pipeline penetrates through the underground rectangular groove 4 and then is connected with an air compressor or a water pump in a ground workstation and is used for charging or inflating the rubber bag body 10. The bottom wall of the rubber bag body 10 is connected with a plurality of rubber reset belts 11, and the rubber bag body 10 is arranged on the supporting block 7 under the traction of the rubber reset belts 11 after water retaining is finished.
As a preferred embodiment of the utility model, each anchoring system 16 comprises an upper clamping piece and a water-stopping sponge piece 16-6, the rubber bag body 10 is clamped between the upper clamping piece and the water-stopping sponge piece 16-6, and the upper clamping piece comprises a stainless steel gasket 16-2, a bottom plate 16-7 of a protection plate, an upper pressing plate 16-4 and a rubber gasket 16-5 which are sequentially arranged from top to bottom. The rubber capsule body 10 is fixedly connected with each other through screws 16-1 which sequentially penetrate through the upper clamping piece, the rubber capsule body 10, the water-stopping sponge pieces 16-6, the supporting blocks 7 and the bottom wall of the underground rectangular groove 4. The protection plate is connected by an arc top plate 16-3 and a bottom plate 16-7 through a flat-open hinge 16-8, the arc top plate 16-3 is positioned above the screw 16-1, and in order to prevent the rubber capsule body 10 from being worn and damaged by the screw 16-1 when in use.
The top wall of the underground rectangular groove 4 is covered with a groove cover 5, the groove cover 5 positioned on the upstream side of the water flow direction 17 is connected with the top of the underground rectangular groove through a hinged hinge 13, the bottom wall of the groove cover 5 adopts a door nail button structure 6 to increase the resistance between the rubber capsule body 10 and the bottom wall of the groove cover 5, and the abrasion and the breakage of the rubber capsule body 10 caused by the repeated rotation of the groove cover 5 are prevented.
The bottom wall of the groove cover 5 positioned on one side of the upstream of the water flow direction 17 and the side wall of the underground rectangular groove are connected with a full-length waterproof rubber sheet 14, two sides of the waterproof rubber sheet 14 can be respectively fixedly connected with the bottom wall of the groove cover 5 and the inner wall of the underground rectangular groove through screws 15, when the groove cover 5 is supported by the rubber bag body 10 and rotates upwards around the hinged hinge 13, the waterproof rubber sheet 14 can be tightly attached to the intersection of the groove cover 5 and the underground rectangular groove 4 to seal the underground rectangular groove 4, rainwater is prevented from entering the culvert through the underground rectangular groove, and water flow intercepted on the groove cover 5 can flow into the water collecting grooves 18-3 from two sides along the groove cover 5.
Lie in rivers flow direction to 17 low reaches one side the lateral wall of this side of cell-lid 5's diapire and secret rectangular channel between articulated a plurality of chain 8 that are connected with, each the chain can include a plurality of light alloy pieces, a plurality of light alloy pieces between articulate through flat-open hinge, articulated light alloy piece both ends can be respectively through the lateral wall fixed connection of the diapire of connecting piece 3 and cell-lid 5 and secret rectangular channel. The size of the hinged light alloy sheet is determined according to the rotating angle of the slot cover.
The chain is mainly used for limiting the rotation amplitude of the slot cover 5 and the passing of pedestrians and vehicles and protecting the rubber capsule 10 in the underground rectangular slot 4; preferably, a cushion rubber pad 2 is arranged on the top wall of the side wall of the underground rectangular groove 4 on the downstream side of the water flow direction 17, so that a cushion and vibration reduction effect exists between the tail end of the groove cover 5 and the groove wall in the opening and closing process of the device.
The rubber bag body 10 installed in the underground rectangular groove 4 is filled through an air compressor or a water pump, the rubber bag body 10 is inflated to drive the groove cover 5 to rotate, when water is retained, water flow can be gathered towards the water collecting grooves 18-3 on two sides along the side, close to the water, of the groove cover 5, the groove cover 5 serves as a water retaining dam to guide the water flow to the water collecting grooves 18-3 on two sides of a road, and the water collecting grooves are communicated with a sewage drainage channel to drain water.
The construction method of the system comprises the following steps:
1. the quick water retaining and drainage opening and closing combined device is arranged at an inlet and an outlet of the underground culvert 18-2 respectively, and an underground rectangular groove 4 is excavated, built and installed at the inlet and the outlet, as shown in figure 1. And excavating two ends of the road surface at the position of the underground rectangular groove 4 to respectively build water collecting grooves 18-3, as shown in figure 7. And then the water collecting tank 18-3 is communicated with an underground drainage pipeline to drain water.
2. Fixing a support 7 on the bottom plate of the underground rectangular groove 4 through an anchor bolt 9, fixing a rubber capsule body 10 on the bottom plate of the underground rectangular groove 4 through an anchor system 16 (shown in figure 2), and finally, hinging a groove cover 5 and the groove wall of the underground rectangular groove 4 at the upstream side of a water flow direction 17 and sealing the joint by adopting a waterproof rubber sheet 14 as shown in figure 2;
3. pre-filling the rubber capsule 10, checking whether the rubber capsule leaks air and water, removing air or water in the rubber capsule after ensuring the rubber capsule is intact, and respectively connecting the chain 8 with the tail end of the slot cover 5 and the slot wall of the underground rectangular slot 4 by adopting the connecting piece 3 at one side of the downstream of the water flow direction 17 as shown in figure 2;
3. when the rainfall is small, in order to increase the passing rate of the rainwater weather culvert, the filled rubber bag body 10 drives the groove cover 5 to rotate to a proper height as shown in fig. 4, at the moment, pedestrians and vehicles can pass through the groove cover 5 to pass through smoothly, when the pedestrians and vehicles are positioned above the groove cover 5, the filled rubber bag body 10 is extruded and deformed by the load of the pedestrians and vehicles on the ground and is completely positioned in the underground rectangular groove 4, the lock chain 8 is automatically recovered into the underground rectangular groove, and the groove cover 5 and the ground keep a horizontal plane as shown in fig. 5. After the pedestrian and the vehicle pass through, the extruded and filled rubber bag body 10 is slowly restored to the initial state and simultaneously drives the groove cover 5 to rotate to the initial proper water retaining height, and the water retaining and drainage effects are restored, as shown in fig. 4.
4. When the rainfall is larger, the filling degree of the rubber capsule body is increased, and the height of the tank cover 5 is continuously raised, so that the maximum water blocking state is achieved as shown in fig. 6, and the pedestrian and the vehicle are forbidden to pass at the moment.
5. After the culvert is stopped and dredged, air or water in the rubber capsule bodies is gradually exhausted, the rubber capsule bodies are stored in the arc-shaped groove under the traction of the rubber resetting belt, the groove cover 5 is automatically restored to the original road surface under the self-weight action, and the culvert is normally passed. When the next time of rainwater comes, the sealing performance of the rubber capsule body is firstly overhauled, and then the steps are repeatedly adopted to carry out water retaining or diversion.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120604982.0U CN215329441U (en) | 2021-03-24 | 2021-03-24 | An opening and closing combined device for rapid water retention and drainage in highway and railway culverts |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120604982.0U CN215329441U (en) | 2021-03-24 | 2021-03-24 | An opening and closing combined device for rapid water retention and drainage in highway and railway culverts |
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| CN215329441U true CN215329441U (en) | 2021-12-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152316A (en) * | 2021-03-24 | 2021-07-23 | 天津大学 | Be used for quick manger plate drainage of highway and railway culvert to open and close composite set |
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- 2021-03-24 CN CN202120604982.0U patent/CN215329441U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152316A (en) * | 2021-03-24 | 2021-07-23 | 天津大学 | Be used for quick manger plate drainage of highway and railway culvert to open and close composite set |
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