CN218346108U - Combined flood discharge gate system for resisting landslide and surge impact - Google Patents
Combined flood discharge gate system for resisting landslide and surge impact Download PDFInfo
- Publication number
- CN218346108U CN218346108U CN202222709146.6U CN202222709146U CN218346108U CN 218346108 U CN218346108 U CN 218346108U CN 202222709146 U CN202222709146 U CN 202222709146U CN 218346108 U CN218346108 U CN 218346108U
- Authority
- CN
- China
- Prior art keywords
- gate
- flood discharge
- landslide
- flood
- surge
- 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
Images
Landscapes
- Barrages (AREA)
Abstract
The utility model provides a combination formula flood discharge gate system that anti landslide was shone and is strikeed, including a pair of gate pier, should be equipped with the flood discharge gate between to the gate pier, the flood discharge gate links firmly with the one end of support, the other end of support with the gate pier is articulated, the flood discharge gate top still is equipped with anti flood discharge device. Adopt the technical scheme of the utility model, the floodgate realizes closing or opening of control sluicing passageway through its self reciprocal swing, compare with the gate that adopts elevating movement to open and shut, gate reciprocal swing speed is faster, thereby when large-traffic flood outbreak, the flood discharge reaction is made sooner to the gate, floodgate top still is equipped with anti flood discharge device, through blockking of anti flood discharge device, a water conservancy facilities is caused destruction for prevent that flood from overflowing via floodgate top, thereby whole water conservancy facilities's safety and stability operation has been protected.
Description
Technical Field
The utility model relates to a water conservancy facility technical field especially indicates a combination formula flood discharge gate system that anti landslide was shone and is strikeed.
Background
The gate is an important water conservancy facility for controlling the closing or opening of the drainage channel, the existing gate system generally adopts a flood discharge gate with a single motion form, such as a radial gate, which is commonly used for controlling the closing or opening of the drainage channel through reciprocating swing, however, when the upstream water flow increases sharply and a mountain landslide and a flood outbreak occur along with the upstream, the flood discharge gate with the single motion form does not reach the flood discharge, the surge generated by the flood impacts the gate and can overflow from the top of the gate to damage the water conservancy facility, and in the prior art, the disclosure number is as follows: the patent document "CN106192913B" discloses an inspection gate door warehouse structure and an inspection method. The access gate door storehouse structure comprises a plurality of tower bodies with water inlets or water outlets; the plurality of tower bodies are arranged at intervals and connected through a traffic bridge, and a movable hoist track for moving the overhaul gate is arranged on the traffic bridge; in a plurality of tower bodies, the inboard that two at least adjacent tower bodies are relative has all encorbelmented the bracket, is provided with the maintenance gate door storehouse that is used for placing the maintenance gate between two brackets. This patent technique hangs the maintenance gate in the outside of tower body to surge to the influence of gate in having avoided the runner, however, owing to adopt the maintenance gate that elevating movement opened and shut to generally adopt the elevating and reciprocating motion of a machine drive maintenance gate, maintenance gate elevating movement time overlength, the maintenance gate toward too late hang in the tower body outside, the flood has caused impact damage to corresponding water conservancy facility promptly, has influenced whole water conservancy facility's steady operation.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a combination formula flood discharge gate system that anti landslide was shone and is strikeed.
The utility model discloses a following technical scheme can realize.
The utility model provides a combination formula flood discharge gate system that anti landslide was surged and is strikeed, including a pair of gate pier, should be equipped with the flood discharge gate between to the gate pier, the flood discharge gate links firmly with the one end of support, the other end of support with the gate pier is articulated, the flood discharge gate top still is equipped with anti flood discharge device.
The anti-flood-overflowing device comprises a flat gate, a pair of gate columns are arranged on two sides of the flat gate, the gate columns are arranged in a one-to-one correspondence mode with the gate piers and are fixedly connected together, a track beam is bridged between the pair of gate columns, an electric hoist is mounted on the track beam, and the flat gate is hung on the electric hoist.
The whole gate column is in a 7-shaped shape.
The bottom of the flat gate is fixedly connected with a bottom water seal.
The whole bottom water seal is L-shaped.
The bottom of the flat gate is fixedly connected with a stiffening beam, and two ends of the stiffening beam are respectively flush with two sides of the flat gate.
And two sides of the flood discharge gate are fixedly connected with a closed end plate respectively, and the closed end plate is fixedly connected with a side water seal.
The flood discharge gate is integrally arc-shaped.
The beneficial effects of the utility model reside in that: adopt the technical scheme of the utility model, the floodgate realizes closing or opening of control sluicing passageway through its self reciprocal swing, compare with the gate that adopts elevating movement to open and shut, gate reciprocal swing speed is faster, thereby when large-traffic flood outbreak, the flood discharge reaction is made sooner to the gate, floodgate top still is equipped with anti flood discharge device, through blockking of anti flood discharge device, a water conservancy facilities is caused destruction for prevent that flood from overflowing via floodgate top, thereby whole water conservancy facilities's safety and stability operation has been protected.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 isbase:Sub>A cross-sectional view taken at A-A of FIG. 1 in accordance with the present invention;
FIG. 3 is a cross-sectional view taken at B-B of FIG. 1 in accordance with the present invention;
fig. 4 is a partial enlarged view of fig. 2C according to the present invention;
FIG. 5 is a schematic structural view of the flood discharge radial gate of the present invention when opened;
fig. 6 is an enlarged view of a portion of fig. 5D according to the present invention;
fig. 7 is a schematic structural view of the flat gate of the present invention when it is lifted and repaired.
In the figure: 1-gate pier, 2-flood discharge gate, 3-bracket, 4-flood discharge prevention device, 5-flat gate, 6-gate column, 7-track beam, 8-electric block, 9-closed end plate, 10-side water seal, 11-reinforcing beam and 12-bottom water seal.
Detailed Description
The technical solutions of the present invention are further described below, but the scope of protection claimed is not limited to the described ones.
As shown in fig. 1 to 7, the utility model provides a combination formula flood discharge gate system that anti landslide was shone and is strikeed, including a pair of gate pier 1, should be equipped with flood discharge gate 2 between the gate pier 1, flood discharge gate 2 links firmly with the one end of support 3, and the other end of support 3 is articulated with gate pier 1, and flood discharge gate 2 top still is equipped with anti flood discharge device 4.
Adopt the technical scheme of the utility model, the floodgate realizes controlling closing or opening of sluicing passageway through its self reciprocal swing, compare with the gate that adopts elevating movement to open and shut, the reciprocal swing speed of gate is faster, thereby when large-traffic flood outbreak, the flood discharge reaction is made sooner to the gate, the floodgate top still is equipped with anti flood discharge device, through blockking of anti flood discharge device, be used for preventing that flood from spilling over and causing destruction to water conservancy facility via the floodgate top, thereby whole water conservancy facility's safety and stability operation has been protected.
Further, the anti-flood-overflow device 4 comprises a flat gate 5, a pair of gate columns 6 are arranged on two sides of the flat gate 5, the gate columns 6 and the gate piers 1 are arranged in a one-to-one correspondence mode and are fixedly connected together, a track beam 7 is bridged between the gate columns 6, an electric hoist 8 is mounted on the track beam 7, and the flat gate 5 is hung on the electric hoist 8. Adopt the technical scheme of the utility model, the reciprocating motion that goes up and down under electric block's 8 drive of plate gate 5, compare with 1 a machine operation many plate gate commonly used among the prior art, every plate gate 5 adopts one set of electric block 8 operation, the response is more sensitive, response time is shorter, thereby the time that plate gate 5 opened and close has been shortened, make plate gate 5 can cooperate with flood discharge radial gate 2 rationally to carry out the flood discharge, prevent that the steeply-increased flood from overflowing from flood discharge radial gate 2 tops and causing the impact to destroy to water conservancy facility.
In addition, the gate post 6 has a 7-shaped overall shape. The bottom of the flat gate 5 is fixedly connected with a bottom water seal 12. The bottom water seal 12 is L-shaped as a whole. The bottom of the flat gate 5 is also fixedly connected with a stiffening beam 11, and two ends of the stiffening beam 11 are respectively flush with two sides of the flat gate 5. The reinforcement beam 11 serves to reinforce the structural strength and impact resistance of the flat gate 5 to enhance the structural strength and impact resistance of the floodgate 2.
Furthermore, two sides of the flood discharge gate 2 are respectively fixedly connected with a closed end plate 9, and the closed end plate 9 is fixedly connected with a side water seal 10. The floodgate 2 is integrally arc-shaped.
Claims (8)
1. The utility model provides a combination formula flood discharge gate system that anti landslide was shone and is strikeed which characterized in that: including a pair of gate pier (1), should be equipped with flood discharge gate (2) between gate pier (1), flood discharge gate (2) links firmly with the one end of support (3), the other end of support (3) with gate pier (1) is articulated, flood discharge gate (2) top still is equipped with anti flood discharge device (4).
2. The combined floodgate system resistant to landslide and surge attacks of claim 1, wherein: anti flood discharge device (4) are equipped with a pair of brake columns (6) including bulkhead gate (5), bulkhead gate (5) both sides, brake columns (6) with gate pier (1) one-to-one arranges and link firmly together, still bridges between this pair of brake columns (6) have track roof beam (7), install electric block (8) on track roof beam (7), and bulkhead gate (5) are carried on this electric block (8).
3. The combined floodgate system resistant to landslide and surge strikes of claim 2, wherein: the gate column (6) is integrally in a 7-shaped shape.
4. The combined floodgate system resistant to landslide and surge strikes of claim 2, wherein: the bottom of the flat gate (5) is fixedly connected with a bottom water seal (12).
5. The combined floodgate system resistant to landslide and surge attacks of claim 4, wherein: the bottom water seal (12) is L-shaped as a whole.
6. The combined floodgate system for resisting landslide and surge impact of claim 2, wherein: the bottom of the flat gate (5) is fixedly connected with a reinforcing beam (11), and two ends of the reinforcing beam (11) are respectively flush with two sides of the flat gate (5).
7. The combined floodgate system for resisting landslide and surge impact of claim 1, wherein: and two sides of the flood discharge gate (2) are fixedly connected with a closed end plate (9) respectively, and the closed end plate (9) is fixedly connected with a side water seal (10).
8. The combined floodgate system resistant to landslide and surge according to claim 1 or claim 7, wherein: the flood discharge gate (2) is integrally arc-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222709146.6U CN218346108U (en) | 2022-10-14 | 2022-10-14 | Combined flood discharge gate system for resisting landslide and surge impact |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222709146.6U CN218346108U (en) | 2022-10-14 | 2022-10-14 | Combined flood discharge gate system for resisting landslide and surge impact |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218346108U true CN218346108U (en) | 2023-01-20 |
Family
ID=84897235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222709146.6U Active CN218346108U (en) | 2022-10-14 | 2022-10-14 | Combined flood discharge gate system for resisting landslide and surge impact |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218346108U (en) |
-
2022
- 2022-10-14 CN CN202222709146.6U patent/CN218346108U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8262315B2 (en) | Hydroelectric generating station and method of constructing same | |
| CN218346108U (en) | Combined flood discharge gate system for resisting landslide and surge impact | |
| CN108560497A (en) | Eservoir diversion tunnel import for medium-small flow is independently intake tower structure | |
| CN2764938Y (en) | Closing device for water prevention sluice gate of mine | |
| US2322846A (en) | Hydraulic gate structure and the like | |
| JP6626652B2 (en) | Waterway gate device and installation method | |
| CN111535246B (en) | Construction method of wave-gathering breakwater facing structure poured by pouring mold | |
| CN111962738A (en) | Wing-unfolding type retractable roof structure | |
| CN208965700U (en) | It is a kind of for arranging the light adjuster of mouth flow control | |
| CN109385983A (en) | It is provided with the gravity dam of surface spillways | |
| CN215801437U (en) | Overflow dam structure | |
| JP3720782B2 (en) | Dam spillway equipment | |
| CN212052634U (en) | Novel overhaul gate | |
| CN206035533U (en) | Pnematic suspension bridge type roadway water dam | |
| CN209603076U (en) | It is provided with the gravity dam of surface spillways | |
| CN111576356A (en) | Hydraulic engineering flood prevention gate | |
| CN211200300U (en) | Double-gate system of tidal gate | |
| CN111101487A (en) | Novel overhaul gate | |
| CN106884381B (en) | A kind of bridge with choke preventing function | |
| CN208701500U (en) | A kind of girder falling bridge extension joint | |
| CN210507102U (en) | Road and bridge safety arrangement | |
| CN219450656U (en) | Steel dam with noise reduction function hoist lower horizontal structure | |
| CN114319255B (en) | Top-exposed arc gate system provided with stoplog type anti-overflow sliding gate leaf and gate opening and closing method | |
| CN215829243U (en) | Public road bridge roof beam shock-absorbing support | |
| CN116104057B (en) | Tail water accident door device of pumped storage power station and using method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |