Aqueduct with hydraulic energy buffering and self-protection functions
By installing flow suppression frames and hydrophobic flow suppression parts in the aqueduct and using guide plates to form diversion channels and guide water flows, the problem of aqueduct damage caused by water flow impact is solved, and the safety and reliability of the aqueduct are improved.
Patent Information
- Application Number
- CN202421915662.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-08
- Publication Date
- 2025-10-21
- Estimated Expiration
- 2034-08-08
AI Technical Summary
During initial water inflow or when water flows from outside the canal, existing aqueducts experience sudden fluctuations in water flow, which can cause impacts and damage joints or seams, leading to leakage and increased maintenance costs.
A horizontally installed flow suppression frame is set up in the aqueduct. Multiple layers of guide plates are arranged in the height direction on the flow suppression frame. The eccentric guide plates are inclined toward the water inlet direction to form a diversion channel. Combined with the hydrophobic flow suppression parts, the water flow is guided to reduce the kinetic energy of the water.
Effectively slow down the kinetic energy of water, protect the aqueduct from destructive scouring, reduce maintenance costs, and improve safety and reliability.
Smart Images
Figure CN223458764U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to a kind of aqueducts with water energy buffer self-protection. BACKGROUND
[0002] Aqueduct is the overhead water conveyance building structure crossing river, road, gully, etc., and is one of the most widely used cross building structures in canal system building structure. In addition to being used for conveying canal water for farmland irrigation, urban domestic water and industrial water interbasin water conveyance, aqueducts can also provide drainage and flow guiding functions.
[0003] Due to the importance of aqueduct, the characteristics of particularly large construction quantity and wide coverage, the safe and reliable operation of aqueduct is particularly important.
[0004] After laying aqueduct, initial water inflow or external water, especially sudden water inflow, etc. can cause sudden fluctuation of water flow in aqueduct, and sudden water inflow can impact aqueduct, especially causing damage to connection or connecting parts and connecting joints in aqueduct, resulting in leakage and increasing maintenance cost. SUMMARY
[0005] The utility model aims at overcoming the insecurity problem caused by water impact due to external water inflow of existing aqueduct, and realizes protection of aqueduct and reduction of maintenance cost.
[0006] To achieve the above purpose, the utility model provides an aqueduct with water energy buffer self-protection, which comprises a trough body, at least one transversely installed flow suppression frame is arranged in the trough body, a plurality of flow guide plate layers arranged from bottom to top are arranged on the flow suppression frame along the height direction, a plurality of eccentric flow guide plates are arranged on each flow guide plate layer along the transverse direction, the bottom surface or side surface of the eccentric flow guide plate is sleeved on the supporting rod of the flow guide plate layer, and the center of gravity of the eccentric flow guide plate is away from the supporting rod, so that the eccentric flow guide plate is inclined downward toward the water inflow direction.
[0007] The supporting rod is arranged along the transverse direction.
[0008] The utility model has the advantages of effectively reducing the kinetic energy of the rapid flow entering the trough body, protecting the trough body from destructive scouring of the rapid flow, greatly reducing the maintenance cost, and improving the safety and reliability of the aqueduct.
[0009] The utility model will be further described in detail below with reference to the drawings. BRIEF DESCRIPTION OF DRAWINGS
[0010] Figure 1 It is a schematic diagram of an aqueduct with water energy buffer self-protection.
[0011] Figure 2 It is a schematic diagram of the arrangement of water flow suppression member.
[0012] Explanation of reference signs: 1, trough body; 2, flow suppression frame; 3, eccentric guide plate; 4, support rod; 5, guide plate; 6, guide groove; 7, flow suppression ladder; 8, flow distribution groove; 9, guide plate; 10, triangular support plate; 11, flow suppression guide plate; 12, mounting groove. DETAILED DESCRIPTION
[0013] In order to further illustrate the technical means and effects taken by the utility model to achieve the predetermined purpose, the specific implementation, structural features and effects of the utility model are described below in combination with the drawings and examples as follows.
[0014] In order to solve the problem that the existing aqueduct will cause sudden fluctuation of water flow in the aqueduct, sudden water surge will impact the aqueduct, especially will cause damage to the connection or connecting parts and connecting joints in the aqueduct, form gaps and cause leakage, and increase maintenance cost when initial water inflow or water from outside the channel (such as mountain stream rising water, plum rain season flood, etc.) especially sudden water surge occurs, the embodiment provides an aqueduct with water energy buffer self-protection. Figure 1 The aqueduct with water energy buffer self-protection shown in the figure comprises a trough body 1 and a flow distribution groove outside the trough body (this is an existing structure, part of the section is assembled with a flow distribution groove, mainly used for irrigation distribution), at least one transversely mounted flow suppression frame 2 is arranged in the trough body 1, a plurality of guide plate layers arranged from bottom to top are arranged on the flow suppression frame 2 in the height direction, a plurality of eccentric guide plates 3 are arranged on each guide plate layer in the transverse direction, the bottom surface or side surface of the eccentric guide plate 3 is sleeved on the support rod 4 of the guide plate layer, and the center of gravity of the eccentric guide plate 3 is away from the support rod 4, so that the eccentric guide plate 3 is inclined downward toward the water inflow direction; the support rod 4 is arranged in the transverse direction. In this way, when a torrent enters the aqueduct, the eccentric guide plate 3 guides the water flow, blocks the water flow at the same time, lifts and guides out from the rear end of the eccentric guide plate 3, in this way, an upward pick-up flow channel is formed, which can provide a pick-up flow mode, effectively eliminate the kinetic energy of the water flow, weaken the scouring effect of the incoming water, and eliminate the kinetic energy of the water flow after pick-up flow, thereby protecting the safety of the aqueduct.
[0015] In order to enhance the buffering effect on the kinetic energy of the water flow, the eccentric guide plates 3 in the adjacent guide plate layers are arranged in a staggered and overlapping manner in the embodiment, forming an interlocking of the upper and lower eccentric guide plates, generating a segmented resistance to the water flow, and effectively weakening the kinetic energy of the water flow.
[0016] At the same time, two of the flow suppression frames 2 are arranged in parallel along the axial direction of the trough body 1, which can better realize the secondary weakening of the kinetic energy of the water flow.
[0017] In order to facilitate installation and later maintenance, the transverse two ends of the flow suppression frame 2 are arc-shaped with the same curvature as the inner wall curvature of the trough body 1, and the two ends of the flow suppression frame 2 are respectively clamped in the arc-shaped limiting grooves on the inner wall of the trough body 1.
[0018] In order to buffer the kinetic energy of the torrent before it enters, the embodiment is characterized in that Figure 2 The water flow control member is provided at the inlet of the trough body 1 and is composed of a flow guide groove 6 fixed transversely on the top of the trough body 1 and a plurality of flow control ladders 7 arranged in parallel transversely in the trough body 1; the flow guide groove 6 is provided with a flow guide plate 9 extending into a flow distribution groove 8 outside the trough body 1 at both ends thereof, so as to guide the water entering the flow guide groove 6 through the flow control ladders 7 into the flow distribution groove 8; the flow control ladder 7 is composed of a triangular support plate 10 and a plurality of flow control guide plates 11 stacked from bottom to top along the inclined surface of the triangular support plate 10; the lower end of the upper flow control guide plate 11 is stacked below the upper end of the adjacent lower flow control guide plate 11; the two sides of the flow control guide plate 11 are fixed in the installation groove 12 of the inclined surface through a pin shaft, so that the flow control guide plate 11 can swing with the water flow within a certain range, which can not only block and guide the water flow, but also slow down the damage of the water flow to the flow control guide plate 11.
[0019] Through the above measures, the kinetic energy of the torrent entering the trough body is effectively slowed down, the trough body is protected from the destructive scouring of the torrent, the maintenance cost is greatly reduced, and the safety and reliability of the aqueduct are improved.
[0020] The above is a further detailed description of the utility model in combination with specific preferred embodiments; the specific implementation of the utility model cannot be limited to these descriptions. For ordinary skilled persons in the technical field to which the utility model belongs, on the premise of not departing from the concept of the utility model, a number of simple deductions or substitutions can be made, which should be regarded as belonging to the protection scope of the utility model.
Claims
1. An aqua-energically cushioned self-protecting aqueduct comprising an aqueduct body (1), characterized in that, The groove body (1) is provided with at least one transversely mounted flow suppressing frame (2), the flow suppressing frame (2) is provided with multiple layers of flow guide plate layers arranged from bottom to top along the height direction, each layer of flow guide plate layers is provided with multiple eccentric flow guide plates (3) along the transverse direction, the bottom surface or side surface of the eccentric flow guide plate (3) is sleeved on the support rod (4) of the flow guide plate layer, and the center of gravity of the eccentric flow guide plate (3) is away from the support rod (4), so that the eccentric flow guide plate (3) is inclined downward toward the water inlet direction. The support rod (4) is arranged along the transverse direction.
2. The flume of claim 1, wherein, The eccentric flow guide plates (3) in the adjacent flow guide plate layers are arranged in staggered overlap.
3. The flume according to claim 1 or 2, characterized in that The flow suppressing frame (2) is arranged in parallel along the axial direction of the groove body (1).
4. The flume according to claim 1 or 2, characterized in that The transverse ends of the flow suppressing frame (2) are arc-shaped and have the same curvature as the inner wall of the groove body (1), and the two ends of the flow suppressing frame (2) are respectively clamped in the arc-shaped limiting grooves on the inner wall of the groove body (1).
5. The flume according to claim 1 or 2, characterized in that A hydrophobic flow suppressing member is arranged at the inlet of the groove body (1), which is composed of a flow guide groove (6) fixed transversely on the top of the groove body (1) and multiple flow suppressing ladders (7) arranged in parallel along the transverse direction in the groove body (1). The two ends of the flow guide groove (6) are respectively provided with a flow guide plate (9) extending into a shunt groove (8) outside the groove body (1), so as to guide the water entering the flow guide groove (6) through the flow suppressing ladders (7) into the shunt groove (8). The flow suppressing ladder (7) is composed of a triangular support plate (10) and multiple flow suppressing guide plates (11) arranged in layers from bottom to top along the inclined surface outside the inlet of the triangular support plate (10). The lower end of the upper flow suppressing guide plate (11) is overlapped below the upper end of the adjacent lower flow suppressing guide plate (11). The two sides of the flow suppressing guide plate (11) are fixed in the mounting groove (12) of the inclined surface through a pin shaft.