CN220789617U - Reservoir reinforcement danger-removing structure - Google Patents
Reservoir reinforcement danger-removing structure Download PDFInfo
- Publication number
- CN220789617U CN220789617U CN202322446465.7U CN202322446465U CN220789617U CN 220789617 U CN220789617 U CN 220789617U CN 202322446465 U CN202322446465 U CN 202322446465U CN 220789617 U CN220789617 U CN 220789617U
- Authority
- CN
- China
- Prior art keywords
- plate
- reservoir
- inclined mounting
- danger
- reinforcement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 43
- 241000935974 Paralichthys dentatus Species 0.000 claims abstract description 17
- 230000000295 complement effect Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000003379 elimination reaction Methods 0.000 claims 5
- 230000008030 elimination Effects 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 210000000078 claw Anatomy 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 244000058871 Echinochloa crus-galli Species 0.000 description 2
- 235000015225 Panicum colonum Nutrition 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 241000242541 Trematoda Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009372 pisciculture Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to the technical field of reservoirs, and in particular discloses a reservoir reinforcement and danger removal structure, which comprises the following components: the main board comprises an inclined mounting plate and a horizontal fixing plate, wherein the inclined mounting plate is abutted on the inclined surface of the reservoir dike, and the horizontal fixing plate is fixedly arranged at the top of the reservoir dike; a fluke slidably mounted to an outer surface of the angled mounting plate; a reinforcing plate slidably mounted between the two inclined mounting plates; the counterweight ball is fixedly connected with the upper surface of the reinforcing plate through a wear-resistant rope; according to the utility model, the main board comprises the inclined mounting plates and the horizontal fixing plates, the main board is fixed at the top of the reservoir dyke through the horizontal fixing plates, and the reinforcing plate is connected between the two inclined mounting plates in a sliding manner, so that the reinforcing plate is convenient to mount, the reservoir reinforcing and danger-removing structure is mounted without damaging the inclined plane at the bottom of the reservoir, and the original dyke protecting capability of the reservoir is prevented from being damaged while the reinforcing effect is achieved.
Description
Technical Field
The utility model belongs to the technical field of reservoirs, and particularly relates to a reservoir reinforcement and danger removal structure.
Background
The reservoir, which is generally explained as a hydraulic engineering building for flood control, water storage and water flow regulation, can be used for irrigation, power generation, flood control and fish farming, and refers to an artificial lake formed by constructing a barrage at the narrow opening of a mountain ditch or river, and the scale of the reservoir is generally divided into small, medium and large sizes according to the size of the reservoir.
In chinese patents named a reservoir danger-removing and reinforcing structure (publication No. CN 218263712U), a reservoir danger-removing and reinforcing structure (publication No. CN 215252685U), a reservoir danger-removing and reinforcing structure (publication No. CN 211340656U), and the like, slots for mounting the danger-removing and reinforcing structure need to be formed in the side surfaces of the original reservoir dikes, that is, the mounting of the reservoir danger-removing and reinforcing structures is based on destroying the dam bodies of the original reservoir dikes, and the mode of reinforcing the dam bodies on the basis of destroying the original reservoir dikes can cause certain damage to the seepage-proofing performance of the dam bodies and affect the water storage performance of the reservoirs, so that the reservoir danger-removing and reinforcing structure is provided, which can be mounted and is convenient to detach without damaging the side surfaces of the reservoir dikes.
Disclosure of Invention
The utility model aims to provide a reservoir reinforcement risk-removing structure so as to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
a reservoir reinforcement and danger-removal structure, comprising:
the main board comprises an inclined mounting plate and a horizontal fixing plate, wherein the inclined mounting plate is abutted on the inclined surface of the reservoir dike, and the horizontal fixing plate is fixedly arranged at the top of the reservoir dike;
a fluke slidably mounted to an outer surface of the angled mounting plate;
a reinforcing plate slidably mounted between the two inclined mounting plates;
and the counterweight ball is fixedly connected with the upper surface of the reinforcing plate through a wear-resistant rope.
Preferably, the middle part of slope mounting panel surface has been seted up and has been run through the straight flute at both ends about the slope mounting panel, the wheel groove has all been seted up to the both sides face in straight flute, the stalk portion of fluke is the L type, and its terminal fixedly connected with fixed axle, the both ends of fixed axle all rotate and be connected with the gyro wheel that cup joints with the wheel groove, the wheel groove runs through the upper end to the slope mounting panel.
Preferably, slots are formed in two side faces of the inclined mounting plate, the reinforcing plate is inserted into the inner side of the slots, and the slots penetrate through the upper end of the inclined mounting plate.
Preferably, the two ends of the reinforcing plate are provided with complementary trapezoid parts.
Preferably, the horizontal fixing plate comprises a connecting plate, a transverse plate and a mounting hole, wherein the connecting plate is fixedly connected with the upper end of the inclined mounting plate, an included angle between the connecting plate and the inclined mounting plate is identical to an included angle between the side surface and the top surface of the reservoir dam, the middle part of the transverse plate is fixedly connected with one end of the connecting plate, the mounting hole is uniformly formed in the connecting plate and the transverse plate, and an anchor rod penetrating through the top surface of the reservoir dam is inserted into the mounting hole.
Preferably, the horizontal fixing plate further comprises an inclined plate, and two ends of the inclined plate are respectively fixed with the transverse plate and the connecting plate.
Compared with the prior art, the utility model has the beneficial effects that:
(1) According to the utility model, the main board comprises the inclined mounting plates and the horizontal fixing plates, the main board is fixed at the top of the reservoir dyke through the horizontal fixing plates, and the reinforcing plate is connected between the two inclined mounting plates in a sliding manner, so that the reinforcing plate is convenient to mount, the reservoir reinforcing and danger-removing structure is mounted without damaging the inclined plane at the bottom of the reservoir, and the original dyke protecting capability of the reservoir is prevented from being damaged while the reinforcing effect is achieved.
(2) According to the utility model, the fluke is arranged, the fluke is utilized to grasp sludge, broken stone, water grass and the like at the bottom of the reservoir, the stability of the lower end of the inclined mounting plate can be improved, the inclined mounting plate is prevented from shaking, the plurality of reinforcing plates can be mentioned to form integral stability through the complementary matching among the reinforcing plates, and the plurality of reinforcing plates can be prevented from being dispersed due to the impact of water flow by matching with the arrangement of the counterweight balls.
Drawings
FIG. 1 is a schematic elevational view of the present utility model;
FIG. 2 is a schematic perspective view of the present utility model;
fig. 3 is a schematic perspective view of a dam with a dam removed in the present utility model;
fig. 4 is a front structural cross-sectional view of a removed dike in the present utility model.
In the figure:
1. a main board; 11. a tilt mounting plate; 111. a straight groove; 112. wheel grooves; 113. a slot; 12. a horizontal fixing plate; 121. a connecting plate; 122. a cross plate; 123. a mounting hole; 124. a sloping plate; 2. flukes; 21. a fixed shaft; 22. a roller; 3. a reinforcing plate; 4. and (5) a counterweight ball.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Examples:
referring to fig. 1-4, a reservoir reinforcement and risk removal structure includes:
the main board 1, the main board 1 comprises an inclined mounting plate 11 and a horizontal fixing plate 12, the inclined mounting plate 11 is abutted against the inclined surface of the reservoir dike, and the horizontal fixing plate 12 is fixedly arranged at the top of the reservoir dike;
fluke 2, fluke 2 is slidably mounted on the outer surface of inclined mounting plate 11;
a reinforcing plate 3, the reinforcing plate 3 being slidably mounted between the two inclined mounting plates 11;
and the counterweight ball 4 is fixedly connected with the upper surface of the reinforcing plate 3 through a wear-resistant rope.
From the above, set up mainboard 1 and include slope mounting panel 11 and horizontal fixed plate 12, fix mainboard 1 at the top of reservoir dyke through horizontal fixed plate 12, sliding connection reinforcing plate 3 between two slope mounting panels 11, make the installation of reinforcing plate 3 comparatively convenient, simultaneously, the installation reservoir consolidates the inclined plane that removes the dangerous structure and need not to be destroyed reservoir bottom, play the reinforcement effect, avoid damaging the original dyke protective capability of reservoir, anchor claw 2's setting, can grasp silt of reservoir bottom, rubble and pasture and water etc. can improve the stability of slope mounting panel 11 lower extreme, avoid slope mounting panel 11 to rock, the setting of counter weight ball 4 can play the effect of pulling to stacked reinforcing plate 3, more avoid reinforcing plate 3 to be impacted by the rivers and disperse, simultaneously, when receiving the rivers to strike, counter weight ball 4 is upwards rolled along the inclined plane that a plurality of reinforcing plates 3 constitute by the rivers, also can play buffering and turbulent effect.
Specifically, as can be seen from fig. 2, a straight groove 111 penetrating through the upper end and the lower end of the inclined mounting plate 11 is formed in the middle of the outer surface of the inclined mounting plate 11, wheel grooves 112 are formed in both side surfaces of the straight groove 111, the shank of the fluke 2 is L-shaped, the tail end of the shank is fixedly connected with a fixed shaft 21, rollers 22 sleeved with the wheel grooves 112 are rotatably connected to both ends of the fixed shaft 21, and the wheel grooves 112 penetrate through the upper end of the inclined mounting plate 11.
As can be seen from the above, when the two rollers 22 roll in the wheel groove 112, and the fluke 2 is installed, the two rollers 22 are put into the wheel groove 112 opening at the upper end of the inclined installation plate 11, so that the claw of the fluke 2 is above the rollers 22 and faces the sky, the bending position of the shank of the fluke 2 can be embedded into the straight groove 111, the fluke 2 slides downwards to the lowest end of the wheel groove 112 along the straight groove 111 after loosening, and under the influence of inertia, the fluke 2 is turned over, so that the claw of the fluke 2 is turned over to the bottom of the reservoir, and sludge, broken stone, water grass and the like at the bottom of the reservoir are grasped.
Specifically, as can be seen from fig. 2, slots 113 are formed on both side surfaces of the inclined mounting plate 11, the reinforcing plate 3 is inserted into the slots 113, and the slots 113 penetrate through the upper end of the inclined mounting plate 11.
As can be seen from the above, by providing the slots 113, a track for sliding the reinforcing plate 3 can be formed, and after limiting the distance between two adjacent main boards 1, the reinforcing plate 3 is not easy to be inclined or dropped when sliding down from between two opposite slots 113.
Specifically, as can be seen from fig. 4, the two ends of the reinforcing plate 3 are provided with complementary trapezoidal portions.
From the above, the contact surface of two adjacent reinforcing plates 3 can be larger, and the adjacent reinforcing plates 3 are not easy to be dispersed by water flow under the gravity action of the upper reinforcing plate 3 and the counterweight ball 4.
Preferably, as can be seen from fig. 3, the horizontal fixing plate 12 includes a connecting plate 121, a transverse plate 122 and a mounting hole 123, the connecting plate 121 is fixedly connected with the upper end of the inclined mounting plate 11, the included angle between the connecting plate 121 and the inclined mounting plate is the same as the included angle between the side surface and the top surface of the reservoir dam, the middle part of the transverse plate 122 is fixedly connected with one end of the connecting plate 121, the mounting hole 123 is uniformly formed on the connecting plate 121 and the transverse plate 122, and an anchor rod penetrating through the top surface of the reservoir dam is inserted into the mounting hole.
From the above, the base area of the horizontal fixing plate 12 and the top surface of the dam is increased by arranging the connecting plate 121 and the transverse plate 122, and the fixing effect is improved by matching with the arrangement of the mounting holes 123.
Specifically, as can be seen from fig. 3, the horizontal fixing plate 12 further includes an inclined plate 124, and both ends of the inclined plate 124 are respectively fixed to the transverse plate 122 and the connecting plate 121.
As described above, the provision of the inclined plate 124 can improve the connection strength between the connection plate 121 and the cross plate 122, and prevent the inclined mounting plate 11 from being inclined to one side by the water flow impact.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A reservoir reinforcement and danger removal structure, comprising:
the main board (1), the main board (1) comprises an inclined mounting plate (11) and a horizontal fixing plate (12), the inclined mounting plate (11) is attached to the inclined surface of the reservoir dike, and the horizontal fixing plate (12) is fixedly arranged at the top of the reservoir dike;
a fluke (2), the fluke (2) being slidably mounted on the outer surface of the inclined mounting plate (11);
-a reinforcement plate (3), said reinforcement plate (3) being slidably mounted between two inclined mounting plates (11);
the counterweight ball (4) is fixedly connected with the upper surface of the reinforcing plate (3) through a wear-resisting rope.
2. A reservoir reinforcement and danger-elimination structure according to claim 1, wherein: straight flute (111) that run through both ends about inclined mounting board (11) are seted up at the middle part of inclined mounting board (11) surface, wheel groove (112) have all been seted up to the both sides face in straight flute (111), the stalk portion of fluke (2) is L type, and its end fixedly connected with fixed axle (21), both ends of fixed axle (21) all rotate and are connected with gyro wheel (22) that cup joint with wheel groove (112), wheel groove (112) run through the upper end to inclined mounting board (11).
3. A reservoir reinforcement and danger elimination structure according to claim 2, wherein: the two side surfaces of the inclined mounting plate (11) are provided with slots (113), the reinforcing plate (3) is inserted into the inner side of the slots (113), and the slots (113) penetrate through the upper end of the inclined mounting plate (11).
4. A reservoir reinforcement and danger-elimination structure according to claim 1, wherein: complementary trapezoid parts are arranged at two ends of the reinforcing plate (3).
5. A reservoir reinforcement and danger-elimination structure according to claim 1, wherein: the horizontal fixing plate (12) comprises a connecting plate (121), a transverse plate (122) and a mounting hole (123), wherein the connecting plate (121) is fixedly connected with the upper end of the inclined mounting plate (11), an included angle between the connecting plate and the inclined mounting plate is the same as an included angle between the side surface and the top surface of a reservoir dam, the middle part of the transverse plate (122) is fixedly connected with one end of the connecting plate (121), the mounting hole (123) is uniformly formed in the connecting plate (121) and the transverse plate (122), and an anchor rod penetrating through the top surface of a reservoir dam is inserted into the mounting hole.
6. A reservoir reinforcement and danger-elimination structure according to claim 1, wherein: the horizontal fixing plate (12) further comprises an inclined plate (124), and two ends of the inclined plate (124) are respectively fixed with the transverse plate (122) and the connecting plate (121).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322446465.7U CN220789617U (en) | 2023-09-10 | 2023-09-10 | Reservoir reinforcement danger-removing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322446465.7U CN220789617U (en) | 2023-09-10 | 2023-09-10 | Reservoir reinforcement danger-removing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220789617U true CN220789617U (en) | 2024-04-16 |
Family
ID=90635766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322446465.7U Active CN220789617U (en) | 2023-09-10 | 2023-09-10 | Reservoir reinforcement danger-removing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220789617U (en) |
-
2023
- 2023-09-10 CN CN202322446465.7U patent/CN220789617U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111809565B (en) | Ecological bank protection of hydraulic engineering | |
| CN114622520B (en) | Ecological slope protection structure of hydraulic engineering river course | |
| CN215289921U (en) | Movable multifunctional wave wall component | |
| CN220789617U (en) | Reservoir reinforcement danger-removing structure | |
| CN105961224A (en) | Assembled-type cement pier anchoring system for net cage fixation | |
| CN205409135U (en) | Pin -connected panel cement pier anchor system for fixed cage | |
| CN205116095U (en) | Chain concrete slab piece | |
| CN2533155Y (en) | Plate dam type secondary dyke | |
| CN108589652B (en) | Movable bank protection that hydraulic engineering used | |
| CN114382048B (en) | Shellfish-algae reef type ecological seawall structure | |
| CN210917205U (en) | Angle-adjustable permeable spur dike | |
| CN206784310U (en) | A kind of bulwark | |
| CN216304680U (en) | Uplift pile for preventing slope body from sliding | |
| CN215948089U (en) | Ecological bank protection device of green hydraulic engineering | |
| CN211571614U (en) | Wood-like revetment structure for river regulation | |
| CN207582411U (en) | A kind of beach profile protective device | |
| CN103938599B (en) | A kind of adjustable safety gate that certainly drains flooded fields being applicable to agriculture drainage ditch | |
| CN219690418U (en) | Hydraulic engineering construction device | |
| CN219470795U (en) | Flood control wall structure for urban road | |
| CN219992352U (en) | Hydraulic engineering bank protection | |
| KR100879268B1 (en) | Preventing overflows equipment for embankment in river | |
| CN220352720U (en) | Dyke reinforcing structure | |
| CN214089696U (en) | Dykes and dams reinforcing apparatus | |
| CN220414106U (en) | Wave-eliminating net system capable of fluctuating along with waves | |
| CN220666097U (en) | Slope preventing dike structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |