Side opening type water storage gate dam

The side-opening gate dam, through its side-connected gate structure and aluminum alloy gate system, solves the problem of the inflexible switching of existing gates, realizing flexible switching between flood control and water storage and efficient utilization of water resources.

CN121781560APending Publication Date: 2026-04-03张留品
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2023-12-13
Publication Date
2026-04-03

AI Technical Summary

Technical Problem

The existing water storage gates can only be fully opened or closed, and cannot be flexibly switched between flood control and water storage, resulting in the inability to store water during the rainy season and the inability to utilize river water during the non-rainy season.

Method used

The gate adopts a side-opening dam design, which uses a gate structure that connects to the side and opens and closes, combined with aluminum alloy gates, hinges, bolts, fan-shaped guide rails and a rope system to achieve rapid opening and closing of the gates. This allows some gates to release water during flood control and others to close during water storage.

Benefits of technology

It enables flexible switching between flood control and water storage, allowing water to be stored during the rainy season and utilized during the non-rainy season, thus enhancing water resource utilization efficiency, and generating electricity during flood season.

✦ Generated by Eureka AI based on patent content.

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Abstract

The novel side opening type water storage gate dam (hereinafter referred to as a gate dam) is mainly composed of a dam foundation, a side dam, a middle dam, a dam crest, flashboards, hinges (connected with the flashboards), bolts, (right-angle) fan-shaped guide rails, extension arms, rotating wheels and related components and facilities. The side embankment is stably connected with the embankment and extends upwards (downwards) to form a sightseeing footpath; the middle dike is upwards (extending) provided with a partition wall along the river; the partition wall divides the water storage area into two parts from the middle, half of water storage can be reserved in the flood period, and the half of all the flashboards are released for flood prevention. In rainy seasons, the gap of flood can be utilized to close the gate for water storage, and the gate dam can also utilize the stored water for power generation. The flashboards comprise an upper flashboard, a middle flashboard and a lower flashboard which are strip-shaped, and the forward water retaining surface slightly bulges; one end of the flashboard is connected with the middle dike through a hinge, and the other end is controlled to open and close through a bolt pin installed on the side dike.
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Description

Technical Field

[0001] It belongs to the field of water conservancy engineering technology. Background Technology

[0002] In small and medium-sized rivers within or near urban areas, building dikes and dams for water storage is the preferred method for creating and upgrading the local ecology and tourism, and it can also optimize the local ecological environment. However, due to the need for flood control during the rainy season, even if water storage gates and dams are built on the rivers, they cannot be closed to store water during the rainy season. For more than half the year, there is water that cannot be used, nor can it be used, or rather, water that can be stored cannot be stored when it is available (during the rainy season); once the rainy season is over, the river is dry, or the flow is already very low. All the constructed gates and dams are rendered useless during this period, watching helplessly as the river water flows away. Due to the impact of flash floods, some areas even experience water shortages. The key reason is that the current gates are all bottom-up lifting gates, offering only two completely different functional choices: opening the gates to release all water or closing them to store water. When the rainy season arrives, for the need for flood control, the only solution is to open the gates wide to allow the floodwaters to pass. Summary of the Invention

[0003] A new type of side-opening water storage dam is characterized by its side-mounted connection and opening / closing mechanism, enabling rapid opening without the need for pre-emptive full gate opening for flood control. Even during peak flood seasons, the gates can be quickly opened to release floodwaters. It can also store water during the rainy season, requiring only partial gate opening for flood control. The new side-opening water storage dam (hereinafter referred to as the dam) mainly consists of: dam foundation, side dikes, central dike, dam crest, gate plates, hinges (connecting the gate plates), bolts, (right-angle) sector-shaped guide rails, extension arms, impellers, and related components and facilities. The dam foundation serves as the foundation for the dam; the dam foundation, side dikes, and central dike are the main engineering structures constructed of reinforced concrete; the side dikes and central dikes connect to the gate; the gate is elongated, with a slightly bulging forward side for water blocking, one end connected to the central dike by a hinge, and the other end controlled by a bolt installed on the side dike; the gate should not be too heavy overall, and must be made of lightweight metals such as aluminum alloy, preferably using high-strength aluminum alloy profiles welded together to form a frame, with a thin stainless steel plate welded to the outside of the frame; the overall structural strength of the hinges should be strengthened by, for example, by thickening the central axis; concave ends should be added to both sides of the gate. The steel profile increases the strength of both ends of the gate. An extension arm is installed at one end of the gate, and a wheel is installed under the extension arm. The wheel rotates along a (right-angle) sector-shaped guide rail. The (right-angle) sector-shaped guide rail unfolds with the hinge axis as the center. The bolt consists of a latch, spring, connecting shaft, etc. Two bolts are connected in parallel by a connector and a pull rope. Pulling the rope drives the connector to open the bolt synchronously. Pulling the pull rope opens the gate. The latch is reset by the spring. The bolt can be opened by two methods: sleeve and lever. The sleeve consists of three pipes (of different lengths) staggered to each other. The lower end of the pipe is tied with a ring to the rope end. The sleeve reaches the control room. Rotating the pipe drives the latch to open, controlling the opening of the three gates respectively. The lever is a set of levers. A fixed pulley guides the steel rope to rotate upward and then connects to the lever to control the bolt.The tops of the side and central dikes are paved with bridge decks, facilitating dam maintenance and serving as convenient bridges connecting the two banks. The side dikes connect firmly to the riverbanks and extend upstream (downstream) as sightseeing walkways, equipped with sturdy railings to prevent flooding. The central dikes are built to shorten the span of the dam (if too large). Depending on the riverbed width, more than one central dike can be constructed. Each central dike has two gates on each side, and two central dikes can have three gates. The central dikes extend forward and form a right-angled fan shape with the closed dam. A right-angled fan-shaped guide rail is installed, which lifts one end of the gate to reduce the torque on the hinge and solves the problem of excessive span of a single gate. Two pillars are built in the middle of the right-angled fan-shaped guide rail (for reinforcement). A partition wall is set up along the river from the middle dike. The partition wall divides the water storage area in half, with one half for water storage and the other half for flood control during the flood season. The partition wall is built with river pebbles and cement mortar, with a height equal to half that of the side dike. A cement slab is laid on top, and solid railings are built on both sides to serve as a walkway. At the end of the partition wall, two simple gates are set on the left and right sides. A wooden board is inserted into one gate to deflect the water and block the flow, facilitating the dam to close. After the gate is closed, the gate is opened and the other gate is closed, so that one side begins to store water while the other side is closed or opened as a flood discharge channel. The simple water-blocking gate can be removed at other times. During the flood season, half of the water can be stored while the other half is fully opened for flood control. During the rainy season, the gates can be closed to store water during the intervals between floods, and the dam can also use the stored water for power generation. Attached Figure Description Figure 1 This is a schematic diagram of the front structure of the dam. Figure 2 This is a schematic diagram of the overall planar structure of the dam. Figure 3 Schematic diagram of gate structure. Figure 4 Schematic diagram of the bolt structure. Figure 5 This is a schematic diagram showing the linkage of two bolt pins (a set) operating (sleeve). Figure 6 This is a schematic diagram of a lever linkage (using a set of bolts). Figure 7 Partial schematic diagram of the front of the dam. In the diagram: 1 Dam foundation, 2 Side dike, 3 Middle dike, 4 Dam crest, 5 Control room, 6 Control cylinder (integral), 7 Gate, 8 Hinge, 9 Bolt, 10 (Right-angle) Fan-shaped guide rail, 11 (Supporting the fan-shaped guide rail) Column, 12 (Middle dike) Forward extension, 13 (Middle dike) Partition wall, 14 (Side dike) Sightseeing walkway (Upstream extension), 15 (Simple gate at the tail of the dam), 16 (Stove hole on the side of the gate), 17 (Extension arm on the side of the gate), 18 (Roller under the gate extension arm), 19 (Latch inside the bolt), 20 Spring, 21 (Connecting shaft of the latch), 22 (Pull rope on the connecting shaft), 23 (Connector behind the two bolts), 24 Single control cylinder, 25 (Ring buckle connecting the cylinder and the pull rope), 26 Turning handle, 27 Fixed pulley, 28 Lever, 29 Small hydro-turbine generator set. A. Grooved guide rail and roller; B. I-shaped guide rail and roller. Detailed Implementation The dam foundation is the foundation of the dam; (1) dam foundation, (2) side dike, (3) middle dike, the main structure is made of reinforced concrete, (1) dam foundation is the foundation, (2) side dike is stably connected to the bank and extends upstream (downstream) to (14) sightseeing trail, (14) sightseeing trail is equipped with solid railings to prevent flooding; (3) middle dike is built to shorten (7) the span of the gate (too large) (bridge pier), depending on the width of the riverbed, more than one (3) middle dike can be set, and there are two gates on both sides of one (3) middle dike (e.g.: attached Figure 1 Two (2) middle dikes can be equipped with three gates; (3) the middle dike extends forward and forms a right angle with the closed (7) gate (one end), and is equipped with (10) (right angle) fan-shaped guide rails, (10) (right angle) The fan-shaped guide rail solves the problem of the excessive span of the gate (7); (10) two (11) columns are built in the middle of the (right angle) fan-shaped guide rail to strengthen the support; (3) a (13) partition wall is built along the river upward (extending) from the middle dike; (13) the partition wall divides the water storage area into two parts along the river, which can be used separately, for example: one side for water storage and the other for flood control; (13) the partition wall is built with river pebbles and cement mortar, and its height is half that of the (2) side dike. Cement board is laid on the top, and solid guardrails are built on both sides, which can be used as a walkway; two (15) simple gates are set on the left and right sides with the (13) partition wall as the boundary. A wooden board is inserted into one gate to divert the water and block the water flow, which is convenient for the gate to close. After the gate is closed, the gate is opened and the other gate is closed to start water storage. The other side is closed (or flood discharge is started). The simple water-blocking wooden board can be removed when not in use. During flood season, half of the water can be stored, and the other half (7) can be fully opened to prepare for flood control. For example: Appendix Figure 1 (7) The gate consists of three parts: upper, middle, and lower. It is long and narrow, with the front side slightly bulging to block water (see attached). Figure 3(7) One end of the gate is connected to the (2) middle dike with (8) hinge, and the other end is controlled by (9) bolts installed on the (3) side dike; (7) The gate should not be too heavy as a whole. It should be made of lightweight metal such as aluminum alloy. High-strength aluminum alloy profiles are welded to form a frame. Stainless steel plates are welded on the outside of the frame; the central axis of (8) hinge is thickened; (7) Concave steel is added to both ends of the gate. (7) A (16) latch hole corresponding to (21) latch is set on one side of the gate. The opening and closing are controlled by (9) bolts installed on the (3) side dike. (7) A (17) extension arm is set at one end of the gate near the (9) bolt, and a (18) wheel is set under the (17) extension arm. When the gate is opened or closed, the (18) wheel rotates along the (10) (right angle) sector guide rail. The (10) (right angle) sector guide rail is spread out with the (8) hinge central axis as the center. The (10) (right angle) sector guide rail is (A) grooved guide rail or (B) I-shaped guide rail and is equipped with a corresponding wheel. The (A) grooved guide rail and wheel are more stable, but the groove is prone to water accumulation. (7) The bolt is composed of (21) latch, (20) spring, connecting shaft, etc., such as: attached Figure 4 (22) Pull rope connects to (23) connector, (23) connector connects to (two) (21) connecting shaft (21) connecting shaft connects to (21) latch; (22) pull rope (one end) connects to (26) throttle or (28) lever, (21) latch is fixed (reset) by (20) spring. Two (9) pins are a group (parallel) connected by (23) connector (22) pull rope drives two (9) pins to open synchronously; pull (22) pull rope back (21) latch opens (7) gate; open (21) latch by sleeve or lever, the sleeve is three tubes that can be inserted into each other (length) staggered, the lower end of the tube is added with (25) ring to tie the rope head, connect (6) operating drum, rotate (26) throttle to drive (21) latch to open, such as: attached Figure 5 (26) The throttle controls three (7) gates respectively; the lever is a set of (9) bolts guided by a fixed pulley (22) the pull rope turns, controlling (21) the latch, as shown in the appendix. Figure 6 As shown. (2) The side dike and (3) the middle dike are paved with a bridge deck, which can facilitate the maintenance of the dam and serve as a convenient bridge connecting the two banks; (4) the top of the dam on the side dike and (3) the middle dike can be higher than the dam and used as (5) the operating room; the space inside the side dike of the dam (2) is set up to use the water storage to install (29) small water turbine generator sets for power generation, such as: Appendix Figure 7 As shown.

Claims

1. The new type of side-opening water storage dam is mainly composed of (1) dam foundation, (2) side dike, (3) middle dike, (7) gate plate, and (10) (right-angle) fan-shaped guide rail, characterized in that: (1) Dam foundation, (2) side dike, (3) middle dike, which are the main body of the dam; (7) The gate is made of three pieces: upper, middle and lower, long strip, with the front water-blocking side slightly bulging. One end is connected to the (3) middle dike by (8) hinge, and the other end is equipped with (16) latch hole corresponding to (21) latch; (7) The gate is controlled to open and close by (9) bolt pin installed on (2) side dike.

2. The side embankment according to claim 1 (2), characterized in that: (2) The side dike extends upstream (downstream) to form (14) sightseeing trail. (14) The sightseeing trail is equipped with solid guardrails to prevent flooding.

3. The (3) middle embankment and (10) (right angle) sector guide rail according to claim 1, characterized in that: (3) Extend the middle dike forward and set up (10) (right angle) fan-shaped guide rails. In the middle of the (10) (right angle) fan-shaped guide rails, build two (11) columns to strengthen the support; (3) Extend the middle dike upward and build a (13) partition wall along the river upward. At the end, set up two (15) simple gates on the left and right with the (13) partition wall as the boundary.

4. The bolt pin according to claim 1 (9), characterized in that: (7) The bolt is composed of: (21) latch, (20) spring, (21) connecting shaft, etc. (21) connecting shaft connects to (22) pull rope; two (9) bolts are a group (parallel), and (23) connector connects to (22) pull rope to drive the two (9) bolts to open (7) gate synchronously; (21) latch is fixed (reset) by (20) spring.

5. The gate (7) and (10) (right-angle) sector guide rail according to claim 1, characterized in that: (10) (Right angle) The sector guide rail unfolds with the central axis of (8) hinge as the center; (7) A (17) extension arm is set at one end of the gate, and (18) wheel is set under the (17) extension arm. When the gate is opened and closed, (18) wheel rotates along (10) (Right angle) sector guide rail; (10) (Right angle) sector guide rail is (A) grooved guide rail or (B) I-shaped ring guide rail and is equipped with corresponding wheel.