CN108677885A - A kind of arrangement of sluice gate headstock gear - Google Patents
A kind of arrangement of sluice gate headstock gear Download PDFInfo
- Publication number
- CN108677885A CN108677885A CN201810763901.4A CN201810763901A CN108677885A CN 108677885 A CN108677885 A CN 108677885A CN 201810763901 A CN201810763901 A CN 201810763901A CN 108677885 A CN108677885 A CN 108677885A
- Authority
- CN
- China
- Prior art keywords
- gate
- sluicing
- mesoporous
- dam
- bottom outlet
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/26—Vertical-lift gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/26—Vertical-lift gates
- E02B7/36—Elevating mechanisms for vertical-lift gates
Abstract
The invention discloses a kind of arrangements of sluice gate headstock gear, including dam（1）；Wharf portal crane track is equipped at the top of dam（14）, wharf portal crane track（14）It is equipped with door machine（7）；Dam is from top to bottom equipped with overflow surface bay（2）, sluicing mesoporous（3）With emptying bottom outlet（4）；Overflow surface bay flows to set gradually bulkhead gate downstream（6）And arch gate（5）, bulkhead gate is using door machine operation；The Men Ku of dam end set bulkhead gate（8）；Sluicing mesoporous is equipped with sluicing mesoporous emergency gate（9）；It is vented bottom outlet and is equipped with emptying bottom outlet emergency gate（10）, sluicing mesoporous emergency gate is with emptying bottom outlet emergency gate using rectilinear hydraulic press（11）It operates and passes through pull rod（12）It is connected thereto.The present invention operates the door machine span of bulkhead gate and height can meet requirement without increasing, and effectively save investment；In addition, rectilinear hydraulic press is integrally substantially at dam facing hereinafter, arrangement is neat and artistic.
Description
Technical field
The present invention relates to a kind of arrangements of sluice gate headstock gear, belong to hydraulic and hydroelectric engineering metal structure.
Background technology
For dam equipped with multilayer drain hole, such as gravity dam, arch dam etc., it is typically provided with overflow surface bay, sluicing mesoporous
And emptying bottom outlet.Overflow surface bay flows to downstream is equipped with arch gate and bulkhead gate successively, and overflow surface bay is generally located on
In the middle part of dam, and use porous layout pattern.Therefore bulkhead gate generally use door machine operates, and considers the smooth beauty of dam facing, dam
End is typically provided the Men Ku for storing bulkhead gate, and sluicing mesoporous and emptying bottom outlet flow to be equipped with emergency gate successively downstream
And arch gate, because sluicing mesoporous and emptying bottom outlet head are higher, flow velocity is very fast when sluicing, considers arch gate hair
It can timely and effectively prevent fault spread, ordinary accident gate from using " machine " arrangement when making trouble former.Traditional thing
Therefore framed bent need to be arranged using wire rope hoist operation in gate, framed bent is higher, this will increase the span and height of door machine, door machine from
Weight is heavier, then increases portal construction, and metal structure and construction investment can also increased, so, there is also not for the prior art
Foot, up for further perfect.
Invention content
The purpose of the present invention is to provide a kind of arrangements of sluice gate headstock gear, are not increasing operation bulkhead gate
Door machine span and height in the case of, meet requirement, to reduce investment outlay；And by rectilinear hydraulic press integral arrangement on dam
The neat and artistic property of dam facing is also improved in face hereinafter, while improving sluice gate headstock gear service life, existing to overcome
The deficiency of technology.
To achieve the above object, the present invention adopts the following technical scheme that：
A kind of arrangement of sluice gate headstock gear of the present invention, including dam；Wharf portal crane track, door machine rail are equipped at the top of dam
Road is equipped with door machine；Dam is from top to bottom equipped with overflow surface bay, sluicing mesoporous and emptying bottom outlet；It is characterized in that：Overflow surface bay
Flow direction sets gradually bulkhead gate and arch gate downstream, and bulkhead gate is operated using door machine；Dam end set is overhauled
The Men Ku of gate；Sluicing mesoporous is equipped with sluicing mesoporous emergency gate；It is vented bottom outlet and is equipped with emptying bottom outlet emergency gate, sluicing mesoporous
Emergency gate operated using rectilinear hydraulic press with emptying bottom outlet emergency gate and by pull rod and sluicing mesoporous emergency gate and
It is vented the connection of bottom outlet emergency gate.
In aforementioned structure, the gate slot and door warehouse compartment of the sluicing mesoporous emergency gate and emptying bottom outlet emergency gate are in door machine
Between track.
In aforementioned structure, the hydraulic pressure pump house of the rectilinear hydraulic press is located on the dam facing between two lock holes.
By adopting the above-described technical solution, compared with prior art, the present invention the sluicing mesoporous of dam of the present invention and putting
Empty bottom outlet emergency gate is operated using rectilinear hydraulic press and is connected thereto by pull rod, the hydraulic pump setting of rectilinear hydraulic press
Between the lock hole that dam facing is connected, because hydraulic pressure pump house width and height are relatively low, the door machine span and height nothing of bulkhead gate are operated
Need to increase can meet requirement, effectively save investment；In addition, rectilinear hydraulic press be integrally substantially at dam facing hereinafter,
While improving sluice gate headstock gear service life, the neat and artistic of dam facing arrangement is also improved.
Description of the drawings
Fig. 1 is facade arrangement schematic diagram of the present invention；
Fig. 2 is horizontal layout schematic diagram of the present invention；
Fig. 3 is the A-A sectional views of Fig. 2；
Fig. 4 is the B-B sectional views of Fig. 2；
Fig. 5 is the C-C sectional views of Fig. 2.
Reference sign：1- dams, 2- overflow surface bays, 3- sluicing mesoporous, 4- emptying bottom outlet, 5- arch gates,
6- bulkhead gates, 7- door machines, 8- libraries, 9- sluicing mesoporous emergency gate, 10- emptying bottom outlets emergency gate, the rectilinear hydraulic pressure of 11-
Machine, 12- pull rods, 13- gate slotes, 14- wharf portal crane tracks, 15- hydraulic pressure pump houses.
Specific implementation mode
The present invention is described in further detail with reference to the accompanying drawings and examples.
The arrangement of a kind of sluice gate headstock gear of the present invention, as shown in Figure 1, including dam 1；1 top of dam is set
There are wharf portal crane track 14, wharf portal crane track 14 to be equipped with door machine 7；Dam 1 is from top to bottom equipped with overflow surface bay 2, sluicing mesoporous 3 and emptying
Bottom outlet 4；As shown in figure 4, overflow surface bay 2 flows to downstream sets gradually bulkhead gate 6 and arch gate 5, bulkhead gate 6 is adopted
It is operated with door machine 7；As shown in Fig. 2, 1 end of dam is equipped with the door library 8 of bulkhead gate 6；It is let out as shown in figure 5, sluicing mesoporous 3 is equipped with
Water mesoporous emergency gate 9；As shown in figure 3, emptying bottom outlet 4 is equipped with emptying bottom outlet emergency gate 10, sluicing mesoporous emergency gate 9 with
Bottom outlet emergency gate 10 is vented to operate using rectilinear hydraulic press 11 and by pull rod 12 and sluicing mesoporous emergency gate 9 and emptying
Bottom outlet emergency gate 10 connects.As shown in Fig. 2, the gate slot 13 of sluicing mesoporous emergency gate 9 and emptying bottom outlet emergency gate 10 and
Door library 8 is between wharf portal crane track 14.As shown in Figures 2 and 3, the hydraulic pressure pump house 15 of rectilinear hydraulic press 11 be located at two lock holes it
Between dam facing on.
Embodiment
The dam of this example be arranged from top to bottom overflow surface bay, sluicing mesoporous and emptying bottom outlet, overflow surface bay flow to downstream according to
Secondary setting arch gate and bulkhead gate, bulkhead gate are operated using door machine, the Men Ku of dam end set bulkhead gate,
Sluicing mesoporous be arranged sluicing mesoporous emergency gate, emptying bottom outlet setting emptying bottom outlet emergency gate, sluicing mesoporous emergency gate with
Bottom outlet emergency gate is vented to operate using rectilinear hydraulic press and by pull rod and sluicing mesoporous emergency gate and emptying bottom outlet thing
Therefore gate connects.The gate slot and door warehouse compartment of sluicing mesoporous emergency gate and emptying bottom outlet emergency gate are between wharf portal crane track；It hangs down
The hydraulic pressure pump house of straight hydraulic press is arranged between the lock hole that dam facing is connected.
Claims (3)
1. a kind of arrangement of sluice gate headstock gear, including dam（1）；Dam（1）Top is equipped with wharf portal crane track（14）, door
Machine track（14）It is equipped with door machine（7）；Dam（1）From top to bottom it is equipped with overflow surface bay（2）, sluicing mesoporous（3）With emptying bottom outlet
（4）；It is characterized in that：Overflow surface bay（2）Flow direction sets gradually bulkhead gate downstream（6）And arch gate（5）, overhaul lock
Door（6）Using door machine（7）Operation；Dam（1）End set bulkhead gate（6）Men Ku（8）；Sluicing mesoporous（3）Equipped with sluicing
Mesoporous emergency gate（9）；It is vented bottom outlet（4）Equipped with emptying bottom outlet emergency gate（10）, sluicing mesoporous emergency gate（9）With emptying
Bottom outlet emergency gate（10）Using rectilinear hydraulic press（11）It operates and passes through pull rod（12）With sluicing mesoporous emergency gate（9）With
It is vented bottom outlet emergency gate（10）Connection.
2. the arrangement of sluice gate headstock gear according to claim 1, it is characterised in that：The sluicing mesoporous emergency lock
Door（9）With emptying bottom outlet emergency gate（10）Gate slot（13）And door library（8）Positioned at wharf portal crane track（14）Between.
3. the arrangement of sluice gate headstock gear according to claim 1, it is characterised in that：The rectilinear hydraulic press
（11）Hydraulic pressure pump house（15）It is located on the dam facing between two lock holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810763901.4A CN108677885A (en) | 2018-07-12 | 2018-07-12 | A kind of arrangement of sluice gate headstock gear |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810763901.4A CN108677885A (en) | 2018-07-12 | 2018-07-12 | A kind of arrangement of sluice gate headstock gear |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108677885A true CN108677885A (en) | 2018-10-19 |
Family
ID=63813694
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810763901.4A Pending CN108677885A (en) | 2018-07-12 | 2018-07-12 | A kind of arrangement of sluice gate headstock gear |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108677885A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485389A (en) * | 2019-09-20 | 2019-11-22 | 中国电建集团成都勘测设计研究院有限公司 | A kind of daily regulated hydroplant modular table hole water-retaining structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA401460A (en) * | 1941-12-16 | Paul Growdon James | Hydraulic gate | |
| KR100616076B1 (en) * | 2005-12-28 | 2006-08-25 | 한국수자원공사 | Hydraulic opening and closing apparatus for dam radial gate |
| CN203256704U (en) * | 2013-05-14 | 2013-10-30 | 中国水电顾问集团贵阳勘测设计研究院 | Water filling and pressure balancing device used for plane gate |
| CN104895021A (en) * | 2015-06-23 | 2015-09-09 | 西安建筑科技大学 | Layered flood-discharging and sediment-flushing device for reservoir |
-
2018
- 2018-07-12 CN CN201810763901.4A patent/CN108677885A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA401460A (en) * | 1941-12-16 | Paul Growdon James | Hydraulic gate | |
| KR100616076B1 (en) * | 2005-12-28 | 2006-08-25 | 한국수자원공사 | Hydraulic opening and closing apparatus for dam radial gate |
| CN203256704U (en) * | 2013-05-14 | 2013-10-30 | 中国水电顾问集团贵阳勘测设计研究院 | Water filling and pressure balancing device used for plane gate |
| CN104895021A (en) * | 2015-06-23 | 2015-09-09 | 西安建筑科技大学 | Layered flood-discharging and sediment-flushing device for reservoir |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485389A (en) * | 2019-09-20 | 2019-11-22 | 中国电建集团成都勘测设计研究院有限公司 | A kind of daily regulated hydroplant modular table hole water-retaining structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101608444B (en) | Water adding system of ship lock and construction method thereof | |
| CN104452719B (en) | A kind of base plate transport formula ship lock | |
| WO2020125601A1 (en) | Emptying system for high dam | |
| CN108677885A (en) | A kind of arrangement of sluice gate headstock gear | |
| CN205242502U (en) | Laminated water taking structure | |
| CN208533482U (en) | A kind of arragement construction of sluice gate headstock gear | |
| CN207092033U (en) | A kind of flood discharging tunnel | |
| CN112012171A (en) | Down-the-hole working gate arrangement structure operated by double-hanging-point inverted hydraulic hoist | |
| CN212052634U (en) | Novel overhaul gate | |
| CN105421296A (en) | Drainage tunnel for ditch water treatment and maintaining method | |
| CN211898215U (en) | Water retaining structure of inverted siphon outlet | |
| CN209873730U (en) | Down-the-hole type upper reaches stagnant water accident access door heightening door lintel | |
| CN207566674U (en) | A kind of no hoistway home lift floor active clapboard | |
| CN203514271U (en) | Middle-hinged upturning steel gate | |
| CN111101487A (en) | Novel overhaul gate | |
| CN106988281A (en) | A kind of preparation method and structure of high narrow big aperture main longitudinal grider down-the-hole arc door | |
| CN205329647U (en) | Prevent accumulational tail lock of silt | |
| CN2507912Y (en) | Float box type automatic gate for overfall dam | |
| CN206467643U (en) | Pressurising supporting type plane steel gate | |
| CN114855722B (en) | Floating layered water taking gate device capable of automatically lifting according to water level amplitude | |
| CN110894717A (en) | Gate combining blocking and discharging of diversion tunnel | |
| CN105317023B (en) | A kind of door in door formula gate | |
| CN206143736U (en) | Novel rise horizontal sluice | |
| CN205999867U (en) | Long Corridor of Surge Chamber structure | |
| CN211849365U (en) | Raft for raft floating dam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |