CN104863254B - C-type Hydro-automatic gate - Google Patents
C-type Hydro-automatic gate Download PDFInfo
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- CN104863254B CN104863254B CN201510251243.7A CN201510251243A CN104863254B CN 104863254 B CN104863254 B CN 104863254B CN 201510251243 A CN201510251243 A CN 201510251243A CN 104863254 B CN104863254 B CN 104863254B
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- gate
- buoyancy tank
- rotary shaft
- connecting rod
- aquifer reserve
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Abstract
The present invention relates to a kind of c-type Hydro-automatic gate, belong to drainage system equipment technical field.Including the Buffer Pool being arranged in runner and aquifer reserve pond, described aquifer reserve pond is arranged less than Buffer Pool, it is provided with gate between described Buffer Pool and aquifer reserve pond, the both sides of the edge of described gate and bottom margin respectively with the flow path wall fitted seal of runner both sides, described gate is fixed on the side of rotary shaft, the two ends of described rotary shaft are hingedly connected on the flow path wall of runner both sides, the buoyancy tank room of aquifer reserve pond water inlet it is later than in also including being arranged at aquifer reserve pond, the opposite side of described rotary shaft is fixed with connecting rod one end, the described connecting rod other end is hinged with buoyancy tank, described buoyancy tank is arranged in buoyancy tank room, buoyancy tank room apopore is had bottom described buoyancy tank room, described buoyancy tank room apopore communicates with aquifer reserve pond.The present invention ensures just to discharge to it when the water in Buffer Pool is in low water level in aquifer reserve pond, it is achieved flood discharge in time, closed shutter during high water level simultaneously.
Description
Technical field
The invention belongs to drainage system equipment technical field, be specifically related to a kind of c-type waterpower
Self-shooter.
Background technology
Municipal administration rainwater or sewage network to natural water (rivers, lake etc.) overflow
In system, often through gate controlling water level height.Gate needs to enter according to different water levels
Row flood discharge, needs power drive, consumes the energy more, is also inconvenient to keep in repair, and ground is lowered
The height of water level of reservoir is uncontrollable.The most how to design a kind of simple in construction, do not consume energy
Source, and controllably to descend the gate structure of storage pond height of water level be asking of facing at present
Topic.
Summary of the invention
The purpose of the present invention is aiming at problem of the prior art, it is provided that a kind of c-type waterpower
Self-shooter.
The technical solution used in the present invention is: include Buffer Pool and the ground being arranged in runner
Lower storage pond, described aquifer reserve pond is arranged less than Buffer Pool, and described Buffer Pool is lowered with ground
Be provided with gate between reservoir, the both sides of the edge of described gate and bottom margin respectively with runner
The flow path wall fitted seal of both sides and bottom, described gate is fixed on the side of rotary shaft, institute
The two ends stating rotary shaft are hingedly connected on the flow path wall of runner both sides, also include being arranged at ground
Be later than in lower storage pond aquifer reserve pond water inlet buoyancy tank room, the opposite side of described rotary shaft with
Connecting rod one end is fixed, and the described connecting rod other end is hinged with buoyancy tank, and described buoyancy tank is arranged at buoyancy tank
In room, bottom described buoyancy tank room, have buoyancy tank room apopore, described buoyancy tank room apopore and ground
Lower storage pond communicates.
Further preferred structure, described aquifer reserve pond peak level and buoyancy tank room sidewall
Top is equal.
Further preferred structure, described gate is positioned at upstream or the downstream of rotary shaft；When
When gate is positioned at rotary shaft upstream, buoyancy tank is positioned at rotary shaft downstream, when gate is positioned at rotary shaft
During downstream, buoyancy tank is positioned at rotary shaft upstream.
Further preferred structure, described connecting rod is rod member, has elongated hole in described connecting rod；
Described buoyancy tank upper end is fixedly connected with connecting rod, and described connecting rod top is provided with and is placed in elongated hole
The hinge coordinated with elongated hole.
Further preferred structure, is fixedly connected with connecting rod between described connecting rod and rotary shaft
Fixed plate, described connecting rod fixed plate is evenly arranged in the top of connecting rod along the width of connecting rod
Portion.
Further preferred structure, is fixedly connected with gate between described gate and rotary shaft
Fixed plate, described gate is disposed with many group gate fixed plate assemblies, often group gate fixed plate
Assembly includes two gate fixed plates acutangulated, and described gate fixed plate assembly is along gate
Width is evenly arranged.
Further preferred structure, is provided with check valve of water drainage at the apopore of described buoyancy tank room.
Further preferred structure, the flow path wall of described runner both sides is symmetrically fixed with rotation
Rotating shaft installing plate, is provided with support shaft in described rotary shaft installing plate, described rotating shaft terminal leads to
Cross bearing to be installed in support shaft.
Further preferred structure, described rotary shaft installing plate is fixed on by foundation bolt
On flow path wall.
Further preferred structure, the both sides of the edge of described gate and bottom margin respectively with
Sealing ring it is provided with between flow path wall.
The present invention is applicable to Buffer Pool before the floss hole of aquifer reserve pond, it is not necessary to exterior power
Or control technology, utilize the gravity automatic starting gate of buoyancy tank, it is ensured that the water in Buffer Pool exists
Aquifer reserve pond is just discharged to it when being in low water level, it is achieved flood discharge in time, high water level simultaneously
Time closed shutter.
Accompanying drawing explanation
Fig. 1 is buoyancy tank room of the present invention and the front view of gate；
Fig. 2 is the gate of the present invention top view when being positioned at rotary shaft upstream；
Fig. 3 is profile at A-A in Fig. 2；
Fig. 4 is the gate of the present invention top view when being positioned at rotary shaft downstream；
Fig. 5 is profile at B-B in Fig. 4；
Fig. 6 is profile at C-C in Fig. 4；
When Fig. 7 is aquifer reserve pond low water level state in the present invention, the structure of gate opening is shown
It is intended to；
When Fig. 8 is aquifer reserve pond high water level state in the present invention, the structure of closing gate is shown
It is intended to.
Wherein, 1-gate, 2-aquifer reserve pond, 3-rotary shaft, 4-flow path wall, 5-buoyancy tank,
6-buoyancy tank room, 7-Buffer Pool, 8-buoyancy tank room apopore, 9-connecting rod, 10-sealing ring, 11-
Rotary shaft installing plate, 12-connecting rod fixed plate, 13-gate fixed plate, 14-foundation bolt, 15-
Runner, 16-check valve of water drainage, 17-connecting rod.
Detailed description of the invention
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings, just
In being well understood to the present invention, but they do not constitute restriction to the present invention.
As shown in Fig. 1 Fig. 3, the present invention includes the Buffer Pool 7 being arranged in runner 15
With aquifer reserve pond 2, aquifer reserve pond 2 is arranged less than Buffer Pool 7, Buffer Pool 7 and ground
Gate 1, the both sides of the edge of gate 1 and bottom margin it is provided with respectively between lower storage pond 2
With flow path wall 4 fitted seal of runner 15 both sides and bottom, gate 1 is fixed on rotary shaft 3
Side, the two ends of rotary shaft 3 are hingedly connected on the flow path wall 4 of runner 15 both sides,
Being symmetrically fixed with rotary shaft installing plate 11 on the flow path wall 4 of runner 15 both sides, rotary shaft is pacified
Being provided with support shaft in dress plate 11, rotary shaft 3 two ends are installed in support shaft by bearing,
Rotary shaft installing plate 11 is fixed on flow path wall 4 by foundation bolt 14.The two of gate 1
Lateral edges and bottom margin respectively and are provided with sealing ring 10 between flow path wall 4, also include arranging
The buoyancy tank room 6 of aquifer reserve pond 2 water inlet it is later than in aquifer reserve pond 2, rotary shaft 3
Opposite side is fixed with connecting rod 9 one end, and connecting rod 9 other end is hinged with buoyancy tank 5, and buoyancy tank 5 sets
Being placed in buoyancy tank room 6, aquifer reserve pond 2 peak level is equal with buoyancy tank room 6 top side wall,
Aquifer reserve pond 2 peak level is less than Buffer Pool 7, has buoyancy tank room and go out bottom buoyancy tank room 6
Water hole 8, buoyancy tank room apopore 8 communicates with aquifer reserve pond 2, at buoyancy tank room apopore 8
It is provided with check valve of water drainage 16.
In technique scheme, gate 1 is positioned at upstream or the downstream of rotary shaft 3；As Fig. 2,
Shown in Fig. 3, when gate 1 is positioned at rotary shaft 3 upstream, buoyancy tank 5 is positioned at rotary shaft 3 times
Trip, as shown in Fig. 4 Fig. 6, when gate 1 is positioned at rotary shaft 3 downstream, buoyancy tank 5
In rotary shaft 3 upstream.
In technique scheme, connecting rod 9 is rod member, has elongated hole 9.1 in connecting rod 9；Floating
Case 5 upper end is fixedly connected with connecting rod 17, and connecting rod 17 top is provided with and is placed in elongated hole 9.1
In the hinge 17.1 that coordinates with elongated hole 9.1.It is fixedly connected with between connecting rod 9 and rotary shaft 3
Connecting rod fixed plate 12, connecting rod fixed plate 12 is evenly arranged in even along the width of connecting rod 9
The top of bar 9.
In technique scheme, it is fixedly connected with gate between gate 1 and rotary shaft 3 solid
Determine plate 13, gate 1 is disposed with many group gate fixed plate assemblies, often group gate fixed plate group
Part includes two gate fixed plates 13 acutangulated, and gate fixed plate assembly is along the width of gate 1
Degree direction is evenly arranged.
Rotary shaft 3 of the present invention can the support shaft on rotary shaft installing plate 11 rotate, even
Bar 9 and gate 1 are fixed with rotary shaft 3 by fixed plate respectively, can be with rotary shaft 3
Rotate and rotate.Body structure made by gate 1 and buoyancy tank 5, and gate 1 can pass through water filling
Or the mode such as counterweight carrys out the weight of regulating gate.Aquifer reserve pond 2 at the downstream part of gate 1,
Buoyancy tank room 6 is in aquifer reserve pond 2, and the water inlet water level of buoyancy tank room 6 is equal to aquifer reserve pond
The highest permission water level of 2.After gate 1 is opened, can be to aquifer reserve pond 2 water filling, lock
The opening and closing of door 1 are controlled by buoyancy tank 5.
Shown in Fig. 7 Fig. 8, the course of work of the present invention: in figure, a direction is current side
To (shown in Fig. 2), local lower storage pond 2 actual water level is less than storage pond Gao Yun
Being permitted water level A, under buoyancy tank 5 Action of Gravity Field, gate 1 is opened, and the water in Buffer Pool 7 enters
Enter aquifer reserve pond 2；When aquifer reserve pond 2 water level in downstream rises to aquifer reserve pond 2
During the highest permission water level A, the water in aquifer reserve pond 2 will enter buoyancy tank room 6, thus
Buoyancy tank 5 is floated, and drivening rod 9 moves upward, thus drives the closedown of 1, lock.
The content that this specification is not described in detail belongs to known in professional and technical personnel in the field
Prior art.
Claims (10)
1. a c-type Hydro-automatic gate, including the Buffer Pool (7) being arranged in runner (15)
With aquifer reserve pond (2), described aquifer reserve pond (2) is arranged less than Buffer Pool (7), described slow
Rush and between pond (7) and aquifer reserve pond (2), be provided with gate (1), the dual-side of described gate (1)
Edge and bottom margin respectively with flow path wall (4) fitted seal of runner (15) both sides and bottom, institute
Stating gate (1) and be fixed on the side of rotary shaft (3), the two ends of described rotary shaft (3) are respectively articulated with
On the flow path wall (4) of runner (15) both sides, it is characterised in that: also include lowering with being arranged at
The buoyancy tank room (6) that aquifer reserve pond (2) intakes it is later than, described rotary shaft (3) another in reservoir (2)
Side is fixed with connecting rod (9) one end, and described connecting rod (9) other end is hinged with buoyancy tank (5), described
Buoyancy tank (5) is arranged in buoyancy tank room (6), and described buoyancy tank room (6) bottom has buoyancy tank room apopore
(8), described buoyancy tank room apopore (8) communicates with aquifer reserve pond (2).
C-type Hydro-automatic gate the most according to claim 1, it is characterised in that:
Described aquifer reserve pond (2) peak level is equal with buoyancy tank room (6) top side wall.
C-type Hydro-automatic gate the most according to claim 1, it is characterised in that:
Described gate (1) is positioned at upstream or the downstream of rotary shaft (3)；When gate (1) is positioned at rotary shaft (3)
During upstream, buoyancy tank (5) is positioned at rotary shaft (3) downstream, when gate (1) is positioned at rotary shaft (3) downstream
Time, buoyancy tank (5) is positioned at rotary shaft (3) upstream.
C-type Hydro-automatic gate the most according to claim 1, it is characterised in that:
Described connecting rod (9) is rod member, has elongated hole (9.1) in described connecting rod (9)；On described buoyancy tank (5)
End is fixedly connected with connecting rod (17), and described connecting rod (17) top is provided with and is placed in elongated hole (9.1)
In the hinge (17.1) that coordinates with elongated hole (9.1).
C-type Hydro-automatic gate the most according to claim 4, it is characterised in that:
Connecting rod fixed plate (12), described connecting rod it is fixedly connected with between described connecting rod (9) and rotary shaft (3)
Fixed plate (12) is evenly arranged in the top of connecting rod (9) along the width of connecting rod (9).
C-type Hydro-automatic gate the most according to claim 1, it is characterised in that:
Gate fixed plate (13), described gate it is fixedly connected with between described gate (1) and rotary shaft (3)
(1) being disposed with many group gate fixed plate assemblies on, often group gate fixed plate assembly includes two one-tenth
The gate fixed plate (13) of acute angle, described gate fixed plate assembly is along the width of gate (1)
It is evenly arranged.
C-type Hydro-automatic gate the most according to claim 1, it is characterised in that:
Apopore (8) place, described buoyancy tank room is provided with check valve of water drainage (16).
C-type Hydro-automatic gate the most according to claim 1, it is characterised in that:
It is symmetrically fixed with rotary shaft installing plate (11), institute on the flow path wall (4) of described runner (15) both sides
Being provided with support shaft in stating rotary shaft installing plate (11), described rotary shaft (3) two ends are pacified by bearing
It is loaded in support shaft.
C-type Hydro-automatic gate the most according to claim 8, it is characterised in that:
Described rotary shaft installing plate (11) is fixed on flow path wall (4) by foundation bolt (14).
C-type Hydro-automatic gate the most according to claim 1, it is characterised in that:
The both sides of the edge of described gate (1) and bottom margin respectively and are provided with sealing between flow path wall (4)
Circle (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510251243.7A CN104863254B (en) | 2015-05-15 | 2015-05-15 | C-type Hydro-automatic gate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510251243.7A CN104863254B (en) | 2015-05-15 | 2015-05-15 | C-type Hydro-automatic gate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104863254A CN104863254A (en) | 2015-08-26 |
| CN104863254B true CN104863254B (en) | 2016-08-17 |
Family
ID=53909386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510251243.7A Active CN104863254B (en) | 2015-05-15 | 2015-05-15 | C-type Hydro-automatic gate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104863254B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108574B (en) * | 2021-09-15 | 2023-06-06 | 中建安装集团有限公司 | Water conservancy automatic control gate |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2279380Y (en) * | 1997-01-07 | 1998-04-22 | 河北省水利水电勘测设计研究院 | Double-floating box hydraulic automatic valve |
| JP2002227171A (en) * | 2001-01-31 | 2002-08-14 | Yukiyoshi Ito | Variable buoyancy type constant overflow weir and remote control method therefor |
| CN2753793Y (en) * | 2004-12-28 | 2006-01-25 | 北京安力斯科技发展有限公司 | Power-free automatic-control water level movable weir gate |
| EP2395163A1 (en) * | 2009-02-04 | 2011-12-14 | Nippon KOEI Co., Ltd. | Opening-closing device |
| JP2013100681A (en) * | 2011-11-08 | 2013-05-23 | Hitachi Zosen Corp | Floating body type flap gate |
| CN203129106U (en) * | 2013-02-22 | 2013-08-14 | 范福军 | Automatic opening and closing gate |
| CN203569537U (en) * | 2013-11-05 | 2014-04-30 | 周艳梅 | Novel lever type automatic diversion sluice |
| CN104100763A (en) * | 2014-06-30 | 2014-10-15 | 武汉圣禹排水系统有限公司 | Shutoff valve with pontoon |
| CN204676691U (en) * | 2015-05-15 | 2015-09-30 | 武汉圣禹排水系统有限公司 | C type Hydro-automatic gate |
-
2015
- 2015-05-15 CN CN201510251243.7A patent/CN104863254B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2279380Y (en) * | 1997-01-07 | 1998-04-22 | 河北省水利水电勘测设计研究院 | Double-floating box hydraulic automatic valve |
| JP2002227171A (en) * | 2001-01-31 | 2002-08-14 | Yukiyoshi Ito | Variable buoyancy type constant overflow weir and remote control method therefor |
| CN2753793Y (en) * | 2004-12-28 | 2006-01-25 | 北京安力斯科技发展有限公司 | Power-free automatic-control water level movable weir gate |
| EP2395163A1 (en) * | 2009-02-04 | 2011-12-14 | Nippon KOEI Co., Ltd. | Opening-closing device |
| JP2013100681A (en) * | 2011-11-08 | 2013-05-23 | Hitachi Zosen Corp | Floating body type flap gate |
| CN203129106U (en) * | 2013-02-22 | 2013-08-14 | 范福军 | Automatic opening and closing gate |
| CN203569537U (en) * | 2013-11-05 | 2014-04-30 | 周艳梅 | Novel lever type automatic diversion sluice |
| CN104100763A (en) * | 2014-06-30 | 2014-10-15 | 武汉圣禹排水系统有限公司 | Shutoff valve with pontoon |
| CN204676691U (en) * | 2015-05-15 | 2015-09-30 | 武汉圣禹排水系统有限公司 | C type Hydro-automatic gate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104863254A (en) | 2015-08-26 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
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| CP03 | Change of name, title or address |
Address after: No. 509 Weihu Road, Shamao Street, Hannan District, Wuhan City, Hubei Province, 430090 Patentee after: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Address before: 430056 zhuanyang science and Technology Industrial Park, Wuhan Economic and Technological Development Zone, Wuhan City, Hubei Province Patentee before: WUHAN SHENGYU DRAINAGE SYSTEM Co.,Ltd. |