Abstract: The invention discloses a floodwater-draining device and solves the problem of local flood drainage of floodwater. The present invention relates to discharge the floodwater during the rainy reason. The device comprises a (101) body, (102) inner cylinder, plunger, plunger connector, press plate or cover, play back spring, protected net, non-return valve, (109) spring guide (105) pin, plunger and cylinder pin and pipe with (103) elbows, etc.The inner cylinder comprises a two plunger with back spring mechanism and the positive pressure is developed and moves to (107) piston for discharging mad and floodwater from the body.For the (104) non-return valve is used to create a backpressure for returning the water on its position. The use of the non-return valve is one direction flow of the floodwater and mad from the body. First valve is connected with mechanism and second is located at the end of (110) sump pipe.
DESC:DESCRIPTION
TECHNICAL FIELD OF INVENTION
The present invention in general relates to Hydraulic engineering. More particularly but not exclusively, the present invention relates to a flood water removing device.
BACKGROUND OF THE INVENTION
The background information herein below relates to the present disclosure but is not necessarily prior art.
CN104314037AThe invention discloses a flood draining device, and solves the problem of local flood drainage of flood water. The flood draining device comprises a water sucking pipeline, a water draining pipeline, a pump station and a movable power supply, wherein the water sucking pipeline is of a floating water sucking pipeline, wherein the water sucking pipeline is connected with the water draining pipeline; the water draining pipeline comprises a gas inflating pipeline, a gas inflating pump and a vacuum pump; a scaled wear-resistant sheet is arranged on the surface of the inner wall of the gas inflating pipeline; a soft pad is arranged at a junction of the outer layer of the gas inflating pipeline and a dam; a gas inflating nozzle is formed in the outer layer of the gas inflating pipeline; the gas inflating nozzle is connected with the gas inflating pump; a one-way valve is arranged at the gas inflating nozzle; the inner cavity of the gas inflating pipeline is vacuumized under the control of a gas inflating pipeline control clamp; an outlet of the water draining pipeline is connected with a flow-dividing barrel; through flow division by multiple groups of canvas pipes, flood is discharged and divided by the water sucking pipeline, the water draining pipeline, the flow-dividing barrel and the canvas pipes. The flood draining device is simple in structure, convenient to move and high in drainage capacity, and is suitable for emergency flood drainage.
US6157307A Related to a device for detecting and warning of floodwater about a building structure, the device including a plurality of selectable remote alarm indicators, a matching plurality of alarm selector switches for selectively enabling and disabling the remote alarm indicators, means for detecting the presence of water, a power circuit with backup battery capability, a selectable intermittent alarm signal generator, a master remote alarm enabler switch, an automatic audio alarm indicator which emits different alarm noises depending on a floodwater condition and/or a low power condition, an alarm priority override circuit, a power status light indicator, and a selectively activatable self-test circuit for simulating a floodwater condition.
US5781117A Describe the present invention is a water level detector or flood alarm device which will activate a warning once water has reached a pre-determined and potentially damaging or dangerous level. The present invention comprises a housing which maintains a conventional mercury activated float switch, an alarm coupled to the switch, a mounting device, and an attaching mechanism. The mounting device maintains the housing and includes a pivotal mechanism for enabling the housing to pivot and rotate. This pivoting and rotation will allow the housing to be angularly positioned, with respect to the ground, so that the float switch will be positioned horizontally and parallel with respect to the water. The attaching mechanism enables the device to be removably secured to any surface and to be maintained in a secured and installed position.
Annual flood season, river, river, lake, the water level of pool and reservoir goes up, the safety of the flood formed to the littoral city of rivers threatens, for alleviating the threat of flood to city, need in good time to downstream flood discharge, and for large reservoir, this causes damage to national wealth and people's life and property safety, simultaneously, policymaker also will subject huge psychological pressure, and this flood discharge mode is uncontrollable, the harm caused Lower Reaches is immeasurable.
In view of the situation, the invention provides a kind of flood discharge device, before flood arrives, this flood discharge device is arranged into underground tunnel and roadside ways. This flood discharge device, structure is simple, conveniently moving, excretion large, is applicable to emergency management and rescue, and the occasion such as to fight flood and relieve victims, obtains best flood-releasing scheme with minimum cost. Instant invention overcomes shortcoming of the prior art, provide a kind of flood discharge device, its structure is simple, conveniently moving, excretion large, can by making heavy caliber flexible duct to predetermined area alignment, prevent flooding on the impact in downstream, reach and discharge in order by prediction scheme.
Drainage system comprises collecting channels arranged in a drainage system and having a double drainage pipe arrangement with drainage pipes moving against each other. A transfer substance permeable for leakage water is inserted into an annular zone between the drainage pipes. The outer pipe of the double drainage pipe arrangement is formed as a receiving pipe for receiving leakage water and the inner pipe of the double drainage pipe arrangement is formed as a deviating drainage pipe for removing drainage water. An independent claim is also included for a drainage method using the above system. Preferred Features: The transfer substance is arranged in a seamless manner between the outer receiving pipe and the inner deviating drainage pipe. The invention relates to a tunnel lining self-waterproof drainage system, which comprises a surrounding rock bearing arch, a cast-in-place cement main waterproof layer, a pre-cast cement arch sheet layer and longitudinal drainage channels. Arch sheet layer construction gaps and cast-in-place cement main waterproof layer construction gaps are interlaced. The tunnel lining self-waterproof drainage system is characterized in that movable drainage grooves are fixedly arranged below the pre-cast cement arch sheet layer of centralized bursting water seepage points of loose surrounding rocks, and form arch sheet drainage spaces with an inwards concave surface of the pre-cast cement arch sheet layer, the parallel drainage spaces distributed along the section of a tunnel form a movable drainage channel, the longitudinal drainage channels are communicated and are arranged on two sides of the movable drainage channel and the pavement of the tunnel, pre-embedded water guiding pipes are arranged at the centralized bursting water seepage points, a water outlet end of each pre-embedded water guiding pipe is arranged on the inwards concave surface of the pre-cast cement arch sheet layer, and pre-embedded grouting pipes are arranged outside the pre-embedded water guiding pipes. The invention completely solves stubborn problems of the tunnel on cracking, seeping, frost heaving, ponding or freezing and the like on the premise of not arranging an interlayer waterproof layer and a hidden seepage water blind pipe drainage system, and the tunnel lining self-waterproof drainage system disclosed by the invention has a simple structure and is convenient to construct. A method of washing fabric articles in a tunnel washer includes moving the fabric articles from the intake of the washer to the discharge of the washer through first and second sectors that are a pre-wash zone. Liquid can be counter flowed in the wash interior along a flow path that is generally opposite the direction of travel of the fabric articles. The main wash zone can be heated as an option. In the wash zone, there is a pre-rinse and/or a rinse. The fabric articles are transferred to a water extraction device that enables removal of excess water. A sour solution can be added to the fabric articles while extracting excess water. Process for preventing deposits in tunnel construction comprises mixing water conditioning agent to groundwater in secondary part of drainage system and subsequently supplying the groundwater to primary drainage system. Independent claims are included for: a device for preventing depositions in tunnel constructions, comprising a first means, in which water conditioning agent is added with the groundwater in the secondary part of the drainage system and a second means, in which the ground water is supplied to the primary drainage system; and tube lines provided with rotating clips, which are made of steel tape, in the area of openings, and with at least one convexity over the openings.The utility model discloses a well-point dewatering device at the bottom of a tunnel. A hole with the depth which is punched by high pressure water jet flow and not smaller than the length of a large diameter pipe is adopted at the completely weathered water-rich granite tunnel bottom of the tunnel, the large diameter pipe is placed into the hole, and a filter screen is wrapped on the outer diameter of the large diameter pipe. A bottom cover is installed at the bottom end of the large diameter pipe, the other end of the large diameter pipe is connected with a reducing connector, a small diameter water pumping core pipe is inserted into an inner cavity of the large diameter pipe through the reducing connector, and the outer end of the small diameter water pumping core pipe is connected with a self-sucking water pump. A water outlet of the self-sucking water pump is connected with a small diameter water-draining pipe, the self-sucking water pump produces negative pressure in the inner cavity of the large diameter pipe, and underground water converges in the inner cavity of the large diameter pipe under the negative pressure and then is pumped out by the water pump. The well-point dewatering device at the bottom of the tunnel has the advantages of being simple in structure, low in cost, timesaving, labor-saving, quick in construction speed and high in efficiency and improving self-stability of granites. The effect is improved by more than times, the probability that no collapse occurs on a formwork during construction of concrete is improved, the pre-grouting procedure is omitted and cost is saved, and the well-point dewatering device is widely applied to the construction of concrete at the full-weathering water-rich granite tunnel bottom of the tunnel.The utility model relates to a water inlet structure of a cofferdam-tower integrated diversion tunnel, and aims at solving the technical problem that the water inlet structure with simple structure and convenient construction for the cofferdam-tower integrated diversion tunnel is provided to combine a temporary water-retaining cofferdam with permanent structures such as an inlet open-cut tunnel segment and the like so as to reduce the arrangement difficulty of the cofferdam, omit the cofferdam dismantling procedure, and prevent the permanent structures from being influenced by dismantling blasting at the same time. To solve the problem, the water inlet structure of the cofferdam-tower integrated diversion tunnel adopts the technical scheme as follows: the water inlet structure comprises the inlet open-cut tunnel segment, and is characterized in that the both upriver sides of the inlet open-cut tunnel segment are connected with a transverse water passing cofferdam through a longitudinal connection transition section in a seal manner so as to form a whole body. The water inlet structure is mainly used in the hydraulic and hydro-power engineering, and is especially suitable for the engineering for the same elevation arrangement of two diversion tunnels and the inlet arrangement of one diversion tunnel that does not participate in river closure under the condition adopting the single tunnel river closure.The utility model relates to a combined cleaning vehicle. According to the combined cleaning vehicle, an internal combustion locomotive is connected with a tunnel washing vehicle, and the tunnel washing vehicle is connected with a tunnel cleaning vehicle. The body of the tunnel washing vehicle is provided with a rail washing device, a water tank, a water pump unit and a generator set. The body of the tunnel cleaning vehicle is provided with a generator set, a dust blowing device, an air compressor, an air storage cylinder, a dust suction device, a dust filter and a fan. Air in a tunnel is blown and sucked through the dust blowing device and the dust suction device and then is purified through a dust collector; meanwhile, rail flushing operation is performed through the tunnel washing vehicle, and thus the rail surface and a ballast bed can be flushed comprehensively. The air blowing and suction mode and the washing mode are combined, dust and trash in the tunnel can be collected and the air environment can be purified just through one operation, the rail surface of a rail can also be washed, washing efficiency and cleanliness are greatly improved, damage to various kinds of complicated equipment in the tunnel can be reduced, and the combined cleaning vehicle accords with tunneling cleaning conditions and operation safety better.The utility model discloses a water-resisting and reinforcing support for tunnels. The water-resisting and reinforcing support comprises a bottom plate, supporting plates and a top plate. The supporting plates are respectively fixedly mounted at two ends of the bottom plate, the two ends of the top plate are fixedly connected with the supporting plates, and thus a shield structure unit is formed integrally and lateral sides of adjacent units are fixedly connected integrally. The bottom plate is composed of a plurality of U-shaped splicing plates in a fixed connection manner, each of the supporting plates is composed of a plurality of U-shaped splicing plates in fixed connection manner, and the top plate is arched and composed of a plurality of U-shaped splicing plates in a fixed connection manner. The splicing plates are assembled by connecting plates at two ends through screws. The water-resisting and reinforcing support for tunnels is high in overall structural strength, good in water resisting effect and convenient to construct and mount; since the splicing plates are all of glass-fiber reinforced steel plate structures, compressive strength is high, durability is long, underground water channels can be isolated completely, and water resistance of the tunnel structures is improved while the tunnel structures are reinforced; in addition, the water-resisting and reinforcing support for tunnels is convenient to construct and can be subjected to multiple processes at the same time, and accordingly construction efficiency is increased.The invention discloses a dual-source heat-supply water-drainage ant freezing method for construction joint of tunnel in cold area, which adopts two energy resource forms of hot gas and electric energy to carry out heat supply and water drainage at the drainage passage of the construction joint in small range; and the hot gas and the electric energy can be used independently or in combination. Based on a drainage water stopper, the method provides a dual-source heat supply pipe to carry out heat supply and thaw in small range by section and time on the construction joint of the tunnel by using two energy resources of hot air and electric energy, prevents the drainage pipeline at the construction joint from being frozen and blocked, realizes effectively drainage, thus avoiding freezing damage to the construction joint of tunnel in cold areas.The invention provides a method for mounting a medium-deep buried water stop of a tunnel arch wall lining concrete toroidal construction joint, which comprises the following steps of: making a trolley in place; closing a template and fixing the medium-deep buried water stop to form an L shape by using a medium-deep buried water stop positioning hoop; casting and curing the concrete; and demolding, after an end wooden template is removed, straightening the medium-deep buried water stop positioning hoop and straightening the medium-deep buried water stop simultaneously so as to change the L-shaped medium-deep buried water stop into a straight medium-deep buried water stop. The method for mounting the medium-deep buried water stop simplifies the procedures of erecting and demolding of the end template of the trolley, increases the working efficiency, particularly increases positioning accuracy of the medium-deep buried water stop and perfectly protects the medium-deep buried water stop, and greatly improves the construction quality of the medium-deep buried water stop of the tunnel arch wall lining concrete toroidal construction joint.The invention relates to floor drain series product for eliminating liquid above water proof layer in various building or similar occasions. The invention comprises a stinking-proof tunnel, a stinking-proof cover, a water inlet protection port and a big mouth perforated strainer with movable cover for purifying water. The tunnel water inlet is provided with a non-coiled material waterproof combined brim with special-shaped outer ring which is combined with an upper water proof layer, and a water outlet is provided with an entry guide for guiding water in the pipe and is externally provided with a standard support port, and the tunnel is internally provided with a water seal stinking-proof water storage overflow cabin and a stinking-proof cover with self-cleaning function which is fastened at an overflow pipe orifice part of the water storage overflow cabin, and the upper part of the tunnel is provided with a side water inlet and a water inlet protection orifice with adjustable height, and the big mouth perforated strainer with movable cover for purifying water or the decorated big mouth perforated strainer with movable cover for purifying water is placed on the upper orifice of the water inlet protection orifice for forming a low position direct-burried stinking-proof floor drain water collecting and draining system. According to the invention, the product is a floor drain series product and water collecting and draining system thereof, which not only can save social resource, reduce construction cost, but also can avoid blocking, stinking and leaking problems of ground drainage.
OBJECTIVE OF THE INVENTION
The main objective of the invention is to provide a flood water removing device.
Yet another objective of the invention isto provide a device that effectively collects and discharges floodwater from roadside areas and underground tunnels. By doing so, it aims to prevent waterlogging, reduce the risk of flooding, and ensure the safety of local populations and infrastructure during heavy rains.
Yet another objective of the invention isto enhance the functionality and cleanliness of tunnels during the rainy season. By efficiently draining the floodwater from tunnels, the device helps maintain clear and safe passage for vehicles and pedestrians, reducing the potential for accidents and damage to the tunnel structure. This also contributes to the overall maintenance and longevity of the tunnel infrastructure.
These and other objects and characteristics of the present invention will become apparent from the further disclosure to be made in the detailed description given below.
SUMMARY OF THE INVENTION
Accordingly following invention provides a flood water removing device. The present invention relates to discharge the floodwater during the rainy reason. The invention that allows discharging the water and drainage. The purpose of this device is to avoid the excess water during flood and provide the ease to local population. It is the purpose and objective of the present invention to discharge the floodwater from roadside area and tunnel during rainy reason.
It is further objective of the present invention to avoid the drainage and water slack during flood. In addition, perform the task independently without any additional resources. It is yet another feature and objective of the present invention to make a portable device of discharging floodwater.
BRIEF DESCRIPTION OF DRAWING
This invention is described by way of example with reference to the following drawing were,
Figure 1 shows a working drawing of floodwater removing device.
Whereas,
101 denotes box
102 denotes cylinder
103 denotes elbo.
104 denotes 2 non-returnable valve.
105 denotes 2 pin.
106 denotes pipe.
107 denotes piston.
108 denotes plate.
109 denotes spring.
110 denotes sump.
DETAILED DESCRIPTION OF THE INVENTION:
As used in the description herein and throughout the claims that follow, the meaning of “a,” “an,” and “the” includes plural reference unless the context clearly dictates otherwise. Also, as used in the description herein, the meaning of “in” includes “in” and “on” unless the context clearly dictates otherwise.
The present discloser relates, in general toa flood water removing device.
The device is developed to discharge the floodwater in road and roadside area from underground tunnel. The device consists of body, inner cylinder, plunger, plunger connector, press plate or cover, play back spring, protected net, non-return valve, spring guide pin, plunger and cylinder pin and pipe with elbows etc.
The Body is a robust part of the device that collect and discharge the water from flood area. The body consist of the inlet and outlet valve for suction and discharge of water during the flood in underground tunnel and roadside area. In the bodyhasvertical walls is present which acts as a collector for collecting the floodwater and it also improves the strength of device.The plate is used to convert the external energy from outside the mechanism. The press plate or cover plate is located at the upper side of the device and energy has been transferred from external sources to piston cylinder mechanism.
The cylinder connector has been used to connect the plate with cylinder for transfer suction pressure from external sources.
With the cylinder, the positive pressure is developed and move to piston for discharging mad and flood water from the body. For non-return valve is used to create a back pressure for returning the water on its position. The use of non-return valve is one direction flow of the floodwater and mad from body. First valve is connected with mechanism and second is located at the end of sump pipe.
Piston is hinged to plunger connector for moving the piston with cover plate. The spring and guide pin mechanism is used for returning the plate to its base position of the plate. Connecting pipe and elbow is used for flow the water and mad from mechanism and discharge outside.
The device consists of a body that was adopted for assembly resulting in a compact structure. The body is used as a collect the floodwater and discharge.
The cylinder connector has been used to connect the plate with cylinder for transfer suction pressure from external sources.
The upper plate or cover is used to convert the external energy from outside the mechanism.
The inner cylinder, which is to use for transfer suction pressure from external sources.
The spring and guide pin mechanism is used for returning the plate to its base position of the plate.
The use of non-return valve is one direction flow of the floodwater and mad from body. First valve is connected with mechanism and second is located at the end of sump pipe.
Flood Water Removing Device, and method therefor as claimed in 1 to 6, allows the apparatus to be portable and cost optimized.
While various embodiments of the present disclosure have been illustrated and described herein, it will be clear that the disclosure is not limited to these embodiments only. Numerous modifications, changes, variations, substitutions, and equivalents will be apparent to those skilled in the art, without departing from the spirit and scope of the disclosure, as described in the claims.
,CLAIMS:1. A flood water removing device, characterized in that;
a body consist of an inlet and outlet valve for suction and discharge of water during the flood in underground tunnel and roadside area;
said body having a vertical walls which acts as a collector for collecting the floodwater;
a plate is used to convert the external energy from outside the mechanism;
a press plate or cover plate is located at the upper side of the device and energy has been transferred from external sources to a piston cylinder mechanism;
wherein a cylinder connector has been used to connect the plate with cylinder for transfer suction pressure from external sources;
wherein said cylinder the positive pressure is developed and move to piston for discharging mad and flood water from the body.
2. The flood water removing device as claimed in claim 1 wherein a non-return valve is used to create a back pressure for returning the water on its position.
3. The flood water removing device as claimed in claim 1 wherein a first valve is connected with mechanism and second is located at the end of sump pipe; a piston hinged to plunger connector for moving the piston with cover plate; wherein a spring and guide pin mechanism is used for returning the plate to its base position of the plate; and a connecting pipe and elbow is used for flow the water and mad from mechanism and discharge outside.
| # | Name | Date |
|---|---|---|
| 1 | 202221077710-PROVISIONAL SPECIFICATION [31-12-2022(online)].pdf | 2022-12-31 |
| 2 | 202221077710-FORM FOR STARTUP [31-12-2022(online)].pdf | 2022-12-31 |
| 3 | 202221077710-FORM FOR SMALL ENTITY(FORM-28) [31-12-2022(online)].pdf | 2022-12-31 |
| 4 | 202221077710-FORM 1 [31-12-2022(online)].pdf | 2022-12-31 |
| 5 | 202221077710-EVIDENCE FOR REGISTRATION UNDER SSI(FORM-28) [31-12-2022(online)].pdf | 2022-12-31 |
| 6 | 202221077710-EVIDENCE FOR REGISTRATION UNDER SSI [31-12-2022(online)].pdf | 2022-12-31 |
| 7 | 202221077710-DRAWINGS [31-12-2022(online)].pdf | 2022-12-31 |
| 8 | 202221077710-DRAWING [24-07-2023(online)].pdf | 2023-07-24 |
| 9 | 202221077710-COMPLETE SPECIFICATION [24-07-2023(online)].pdf | 2023-07-24 |
| 10 | 202221077710-FORM-9 [25-07-2023(online)].pdf | 2023-07-25 |
| 11 | 202221077710-FORM 3 [25-07-2023(online)].pdf | 2023-07-25 |
| 12 | 202221077710-FORM 18 [25-07-2023(online)].pdf | 2023-07-25 |
| 13 | 202221077710-ENDORSEMENT BY INVENTORS [25-07-2023(online)].pdf | 2023-07-25 |
| 14 | 202221077710-MSME CERTIFICATE [20-08-2023(online)].pdf | 2023-08-20 |
| 15 | 202221077710-FORM28 [20-08-2023(online)].pdf | 2023-08-20 |
| 16 | 202221077710-FORM-8 [20-08-2023(online)].pdf | 2023-08-20 |
| 17 | 202221077710-FORM 18A [20-08-2023(online)].pdf | 2023-08-20 |
| 18 | 202221077710-FORM FOR SMALL ENTITY [30-11-2023(online)].pdf | 2023-11-30 |
| 19 | 202221077710-EVIDENCE FOR REGISTRATION UNDER SSI [30-11-2023(online)].pdf | 2023-11-30 |
| 20 | 202221077710-FORM-26 [01-12-2023(online)].pdf | 2023-12-01 |
| 21 | Abstact.jpg | 2023-12-05 |
| 22 | 202221077710-FER.pdf | 2025-05-14 |
| 23 | 202221077710-Proof of Right [14-11-2025(online)].pdf | 2025-11-14 |
| 24 | 202221077710-Proof of Right [14-11-2025(online)]-1.pdf | 2025-11-14 |
| 25 | 202221077710-OTHERS [14-11-2025(online)].pdf | 2025-11-14 |
| 26 | 202221077710-FER_SER_REPLY [14-11-2025(online)].pdf | 2025-11-14 |
| 27 | 202221077710-COMPLETE SPECIFICATION [14-11-2025(online)].pdf | 2025-11-14 |
| 28 | 202221077710-FORM-5 [15-11-2025(online)].pdf | 2025-11-15 |
| 29 | 202221077710-FORM-26 [15-11-2025(online)].pdf | 2025-11-15 |
| 30 | 202221077710-FORM FOR SMALL ENTITY [15-11-2025(online)].pdf | 2025-11-15 |
| 31 | 202221077710-FORM 3 [15-11-2025(online)].pdf | 2025-11-15 |
| 32 | 202221077710-EVIDENCE FOR REGISTRATION UNDER SSI [15-11-2025(online)].pdf | 2025-11-15 |
| 33 | 202221077710-ENDORSEMENT BY INVENTORS [15-11-2025(online)].pdf | 2025-11-15 |
| 1 | 202221077710_SearchStrategyNew_E_202221077710E_14-05-2025.pdf |