CN107653836A - Lift the flush type anti-flood wall of push rod driving - Google Patents
Lift the flush type anti-flood wall of push rod driving Download PDFInfo
- Publication number
- CN107653836A CN107653836A CN201710788189.9A CN201710788189A CN107653836A CN 107653836 A CN107653836 A CN 107653836A CN 201710788189 A CN201710788189 A CN 201710788189A CN 107653836 A CN107653836 A CN 107653836A
- Authority
- CN
- China
- Prior art keywords
- push rod
- water fender
- ball float
- lifting push
- flood
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/102—Permanently installed raisable dykes
- E02B3/104—Permanently installed raisable dykes with self-activating means
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a kind of flush type anti-flood wall for lifting push rod driving, including water fender and lower rotary shaft and supporting mechanism, water fender to be hinged on foundation surface, and the land side of water fender is provided with supporting mechanism;The upstream face side of water fender is provided with floor drain passage, ball float slideway and push rod resigning area are provided with below water fender, ball float slideway connects with floor drain passage, and lifting push rod is provided with drainpipe through being fixed in the middle part of cross slider in the bottom in swing rod resigning area or ball float slideway.The present invention normally can be in hidden state without pluvial age, not influence the normal use of passage.When flood arrives, only has a small amount of flood early stage into after floor drain, with regard to that can make to fill water in ball float slideway, under the buoyancy of ball float, driving water fender deploys upwards.Have the function that flood control gear flood, using effect is good, is especially suitable for popularization and application.
Description
Technical field
The invention belongs to basement flood protection device technical field, and in particular to a kind of flush type flood control for lifting push rod driving
Wall.
Background technology
In China, with the continuous improvement of scientific and technological level, the life of people has obtained good guarantee.Existing
In flood control works, there is the device much controlled flood.China major part city is that heavy rain takes place frequently in summer, sudden and violent due to the short time
Rain causes the phenomenon of urban waterlogging also to happen occasionally, especially the underground space such as underground garage, due to that can not stop rainwater in time, leads
Cause the facilities such as a large amount of vehicles to be flooded, cause huge property loss, also usually injure people's life security.To find out its cause,
On the one hand it is that Development of Urbanization causes heavy rain in recent years to have more and more violent gesture, to waterlogging water in Drainage Design
Estimate deficiency;On the other hand, also there is technical difficulty, it is difficult to carry out the precautionary measures, such as built in advance with sand hill, block water
Stream, avoids it from flowing into the underground space by gateway, but this method efficiency is low, and dash effect is poor, and it is high to remove cost.
The content of the invention
The present invention is directed to problem and shortage existing for current underground flood protection device, there is provided one kind has Automatic-expanding waterproof work(
And can be there is the flush type anti-flood wall of the lifting push rod driving of hidden function.
To achieve the above object, the present invention adopts the following technical scheme that:One kind lifting push-down flush type anti-flood wall, including
Water fender and lower rotary shaft and supporting mechanism, water fender are hinged on foundation surface by lower rotary shaft, and the land side of water fender is set
There is supporting mechanism;Floor drain passage is provided with below the ground of the upstream face side of the water fender, is set below water fender
Ball float slideway and push rod resigning area are equipped with, ball float slideway connects with floor drain passage;Ball float is located in the ball float slideway, on ball float
Side is connected with lifting push rod, and the upper end for lifting push rod passes through upper pin with being hinged in the middle part of water fender;The lifting push rod, which is located at, to be pushed away
In bar resigning area, sideslip groove is provided with push rod resigning area, cross slider, the lifting push rod are housed in sideslip groove inner seal sleeve
Through being fixed in the middle part of cross slider, the slider width positioned at lifting push rod both sides is both greater than the width in push rod resigning area;Described
Swing rod resigning area or the bottom of ball float slideway are provided with drainpipe.
Surface of wall positioned at water fender both ends is provided with metope sealant, metope sealant can be with dash side both ends
Sealing docking.
Undercut is provided with the wall positioned at water fender both ends, hiding latch, the hiding latch are installed in undercut
Lower end be hinged on by rotating shaft inside undercut.
The root rotating shaft position of the water fender is provided with Butt sealing pad, after water fender is flipped up, Butt sealing pad
It can be closely pressed together on together.
Supporting plate is fixed with the inside of driving lever, support base is provided with tappet, under the driving effect of swing rod,
After angle is more than 180 degree between driving lever and tappet, supporting plate can be docked in support base.
The hiding latch set in the undercut, its rotating shaft, which is located at, hides latch lower end and close to bottom portion of groove, hidden
The upper end of Tibetan latch is outward-dipping to be fitted on undercut cover plate inwall, and the center of gravity for hiding latch is located at the outside of rotating shaft, described dark
Tank cover plate is plug-type, and the slideway for being fixed on metope is vertically disposed with undercut cover plate.
The automatic locking mechanism includes wedge-shaped chuck wide at the top and narrow at the bottom, is connected with guide rod on rear side of wedge-shaped chuck, leads
Holddown spring is set with to bar, the side of lifting push rod is provided with wedge-shaped neck, the wedge-shaped chuck can match insertion
In wedge-shaped neck, the rear end of the holddown spring is withstood on concrete foundation or the bearing with being embedded in concrete foundation
On.
The water fender includes shell and embedded expansion plate, and the both sides of expansion plate are easy to be provided with hiding elasticity envelope
Side.
Beneficial effect:The present invention normally can be in hidden state without pluvial age, not influence the normal use of passage.
When waterlogging is formed, only have a small amount of flood early stage into after floor drain, with regard to that can make to fill water in ball float slideway, make in the buoyancy of ball float
Under, driving water fender deploys upwards.Firm supporter can be formed it into by automatic locking mechanism after water fender expansion,
Have the function that flood control gear flood.When in anti-flood wall room passage located underground, in surface of wall sealant can also be set to use
In hermetic seal.It can also be set in wall and hide latch, its expansion be made by manual or automatic startup undercut latch, from both ends
Support water fender.The present invention is simple in construction, has automatic water retaining function, using effect is good, is especially suitable for popularization and application.
Brief description of the drawings
Fig. 1 is the deployed condition schematic diagram of the present invention.
Fig. 2 is the folded state schematic diagram of the present invention.
Fig. 3 is the partial enlargement structural representation of self-locking support mechanism in Fig. 1.
Fig. 4 is the positive structure schematic of undercut cover plate.
Fig. 5 is Fig. 4 A-A cross-sectional views.
Fig. 6 is water fender stretching structure schematic diagram.
Label in figure:1 is concrete foundation, and 2 be ball float slideway, and 3 be ball float, and 4 be lifting push rod, and 5 be water fender, and 6 are
Floor drain passage, 7 be self-locking support mechanism, and 71 be wedge-shaped neck, and 72 be wedge-shaped chuck, and 73 be guide rod, and 74 be holddown spring, 8
For sideslip groove, 9 be cross slider, and 10 be upper pin, and 11 be lower bearing pin, and 12 be floor drainage cover plate, and 13 be drainpipe, and 14 be valve, 15
For metope sealant, 16 is hide latch, and 17 be push rod resigning area, and 18 be undercut cover plate, and 19 be cover plate slideway, and 20 be that push-and-pull is kept off
Block, 21 be undercut, and 22 be rotating shaft.
Embodiment
Lifting push-down flush type anti-flood wall as shown in Figure 2, water fender 5 are hinged on concrete foundation by lower bearing pin 11
1 surface, water fender 5 is concordant with the face of concrete foundation 1 under normal circumstances, does not influence to pass through.As shown in figure 1, water fender 5 passes through root
Lower bearing pin 11 can be flipped up, and the water fender 5 after upset is close to upright state, in the case of being sealed on its periphery, energy
Enough reach sealing gear flood effect well.
The formula flush type anti-flood wall of lifting push rod 4 as shown in Figure 1, the land side of water fender are provided with supporting mechanism.In master
Supporting plate is fixed with the inside of lever, support base is provided with tappet, under the driving effect of swing rod, when driving lever with
After angle is more than 180 degree between lever, supporting plate can be docked in support base.
Floor drain passage 6 is provided with below the ground of the upstream face side of water fender, is provided with below water fender floating
Ball slideway 2 and push rod resigning area 17, ball float slideway 2 connects with floor drain passage 6;Ball float 3 is located in the ball float slideway 2, ball float 3
Upside is connected with lifting push rod 4, and the upper end for lifting push rod 4 passes through upper pin 10 with being hinged in the middle part of water fender.The lifting push rod 4
In push rod resigning area 17, sideslip groove 8 is provided with push rod resigning area 17, cross slider is housed in the inner seal sleeve of sideslip groove 8
9, through the middle part of cross slider 9 is fixed on, the slider width positioned at lifting push rod 4 both sides is both greater than push rod to be allowed the lifting push rod 4
The width in position area 17;The bottom in the swing rod resigning area or ball float slideway 2 is provided with drainpipe.
Surface of wall positioned at water fender both ends is provided with metope sealant 15, metope sealant 15 can be with dash side
Both ends sealing docking.The root rotating shaft position of the water fender is provided with Butt sealing pad, and after water fender is flipped up, docking is close
Packing can be closely pressed together on together.
Undercut is provided with the wall positioned at water fender both ends, hiding latch 16 is installed in undercut, described hide is inserted
The lower end of pin 16 is hinged on inside undercut by rotating shaft.
Embodiment 2:Referring to Fig. 3:The automatic locking mechanism includes wedge-shaped chuck wide at the top and narrow at the bottom, on rear side of wedge-shaped chuck
Guide rod is connected with, holddown spring is set with guide rod, the side of lifting push rod 4 is provided with wedge-shaped neck, the wedge shape
Chuck can be matched in the wedge-shaped neck of insertion, and the rear end of the holddown spring is withstood on concrete foundation or with being embedded in coagulation
On bearing in soil base.
Embodiment 3:Referring to Fig. 4 and Fig. 5, the hiding latch 16 set in the undercut, its rotating shaft is inserted positioned at hiding
The lower end of pin 16 and close bottom portion of groove, the upper end of hiding latch 16 is outward-dipping to be fitted on the inwall of undercut cover plate 18, is hidden and is inserted
The center of gravity of pin 16 is located at the outside of rotating shaft, and the undercut cover plate 18 is plug-type, is vertically disposed with and is fixed in undercut cover plate 18
The slideway of metope.
Embodiment 4:Referring to Fig. 6, water fender includes shell and embedded expansion plate, and the both sides of expansion plate are easy to be provided with hidden
The elastic edge sealing of Tibetan.
Claims (7)
1. a kind of flush type anti-flood wall for lifting push rod driving, including water fender and lower rotary shaft and supporting mechanism, water fender lead to
Cross lower rotary shaft and be hinged on foundation surface, the land side of water fender is provided with supporting mechanism;It is characterized in that:In meeting for the water fender
Floor drain passage is provided with below the ground of water surface side, ball float slideway and push rod resigning area are provided with below water fender, is floated
Ball slideway connects with floor drain passage;Ball float is located in the ball float slideway, is connected with lifting push rod on the upside of ball float, lifts push rod
Upper end passes through be hinged in the middle part of upper pin and water fender;The lifting push rod is located in push rod resigning area, is set in push rod resigning area
Sideslip groove is equipped with, cross slider is housed in sideslip groove inner seal sleeve, the lifting push rod is through being fixed in the middle part of cross slider, positioned at liter
The slider width of drop push rod both sides is both greater than the width in push rod resigning area;It is fixed with the inside of the sideslip groove or upper surface pair
The automatic locking mechanism of push rod is lifted, the bottom in the swing rod resigning area or ball float slideway is provided with drainpipe.
2. the flush type anti-flood wall of lifting push rod driving according to claim 1, it is characterized in that:Positioned at water fender both ends
Surface of wall be provided with metope sealant, metope sealant can be sealed with dash side both ends and docked.
3. the flush type anti-flood wall of lifting push rod driving according to claim 1, it is characterized in that:Positioned at water fender both ends
Wall on be provided with undercut, hiding latch is installed, the lower end of the hiding latch is hinged on undercut by rotating shaft in undercut
It is internal.
4. the flush type anti-flood wall of lifting push rod driving according to claim 1, it is characterized in that:The root of the water fender turns
Shaft position is provided with Butt sealing pad, and after water fender is flipped up, Butt sealing pad can be closely pressed together on together.
5. the flush type anti-flood wall of lifting push rod driving according to claim 3, it is characterized in that:Set in the undercut
The hiding latch put, its rotating shaft, which is located at, hides latch lower end and close to bottom portion of groove, the outward-dipping fitting in upper end of hiding latch
It is located at the outside of rotating shaft in the center of gravity on undercut cover plate inwall, hiding latch, the undercut cover plate is plug-type, in undercut cover plate
It is vertically disposed with the slideway for being fixed on metope.
6. the flush type anti-flood wall of lifting push rod driving according to claim 1, it is characterized in that:The automatic locking mechanism
Including wedge-shaped chuck wide at the top and narrow at the bottom, guide rod is connected with rear side of wedge-shaped chuck, holddown spring is set with guide rod, is being risen
The side of drop push rod is provided with wedge-shaped neck, and the wedge-shaped chuck can be matched in the wedge-shaped neck of insertion, the holddown spring
Rear end is withstood on concrete foundation or with being embedded on the bearing in concrete foundation.
7. the flush type anti-flood wall of lifting push rod driving according to claim 1, it is characterized in that:The water fender includes outer
Shell and embedded expansion plate, the both sides of expansion plate are easy to be provided with hiding elastic edge sealing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710788189.9A CN107653836B (en) | 2017-09-05 | 2017-09-05 | Go up and down the flush type anti-flood wall of push rod driving |
Applications Claiming Priority (1)
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CN201710788189.9A CN107653836B (en) | 2017-09-05 | 2017-09-05 | Go up and down the flush type anti-flood wall of push rod driving |
Publications (2)
Publication Number | Publication Date |
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CN107653836A true CN107653836A (en) | 2018-02-02 |
CN107653836B CN107653836B (en) | 2019-08-23 |
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CN201710788189.9A Active CN107653836B (en) | 2017-09-05 | 2017-09-05 | Go up and down the flush type anti-flood wall of push rod driving |
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109025052A (en) * | 2018-07-16 | 2018-12-18 | 重庆工程职业技术学院 | A kind of assembled architecture outer wall plate discharge structure |
CN109555080A (en) * | 2018-11-23 | 2019-04-02 | 国家电网有限公司 | A kind of interim mine dam and its application method |
CN109958094A (en) * | 2019-02-28 | 2019-07-02 | 华北水利水电大学 | Water flow impact type automatic lifting anti-flood wall |
CN109989384A (en) * | 2019-03-07 | 2019-07-09 | 华北水利水电大学 | A kind of fluid pressure type automatic lifting anti-flood wall |
CN110828016A (en) * | 2019-10-17 | 2020-02-21 | 中广核研究院有限公司 | Hydrodynamic force water flooding prevention device |
CN112343001A (en) * | 2020-10-10 | 2021-02-09 | 吕艳红 | Gallery water retaining device |
CN113684911A (en) * | 2021-08-17 | 2021-11-23 | 马真真 | Over-and-under type flood control ground storehouse structure |
CN113832803A (en) * | 2021-10-12 | 2021-12-24 | 胡祥斌 | Garden road |
CN114319245A (en) * | 2022-01-19 | 2022-04-12 | 中堰易和工程有限公司 | Water conservancy environment-friendly channel slope protection mechanism and protection method |
CN114922135A (en) * | 2022-06-30 | 2022-08-19 | 济南市水文中心(济南市水土保持监测站) | Self-floating turnover type flood control device and flood control method thereof |
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JPH112077A (en) * | 1997-06-12 | 1999-01-06 | Toda Constr Co Ltd | Automatic operating mechanism for waterproof plate |
CN205296096U (en) * | 2015-12-31 | 2016-06-08 | 詹睿 | High strength hydraulic pressure dam |
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2017
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Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH112077A (en) * | 1997-06-12 | 1999-01-06 | Toda Constr Co Ltd | Automatic operating mechanism for waterproof plate |
CN205296096U (en) * | 2015-12-31 | 2016-06-08 | 詹睿 | High strength hydraulic pressure dam |
Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109025052A (en) * | 2018-07-16 | 2018-12-18 | 重庆工程职业技术学院 | A kind of assembled architecture outer wall plate discharge structure |
CN109555080B (en) * | 2018-11-23 | 2023-09-01 | 国家电网有限公司 | Temporary waterproof wall and application method thereof |
CN109555080A (en) * | 2018-11-23 | 2019-04-02 | 国家电网有限公司 | A kind of interim mine dam and its application method |
CN109958094A (en) * | 2019-02-28 | 2019-07-02 | 华北水利水电大学 | Water flow impact type automatic lifting anti-flood wall |
CN109958094B (en) * | 2019-02-28 | 2024-03-22 | 华北水利水电大学 | Water flow impact type automatic lifting flood control wall |
CN109989384A (en) * | 2019-03-07 | 2019-07-09 | 华北水利水电大学 | A kind of fluid pressure type automatic lifting anti-flood wall |
CN109989384B (en) * | 2019-03-07 | 2024-05-28 | 华北水利水电大学 | Hydraulic automatic lifting flood control wall |
CN110828016A (en) * | 2019-10-17 | 2020-02-21 | 中广核研究院有限公司 | Hydrodynamic force water flooding prevention device |
CN110828016B (en) * | 2019-10-17 | 2021-09-21 | 中广核研究院有限公司 | Hydrodynamic force water flooding prevention device |
CN112343001A (en) * | 2020-10-10 | 2021-02-09 | 吕艳红 | Gallery water retaining device |
CN113684911A (en) * | 2021-08-17 | 2021-11-23 | 马真真 | Over-and-under type flood control ground storehouse structure |
CN113832803A (en) * | 2021-10-12 | 2021-12-24 | 胡祥斌 | Garden road |
CN113832803B (en) * | 2021-10-12 | 2022-12-27 | 胡祥斌 | Garden road |
CN114319245A (en) * | 2022-01-19 | 2022-04-12 | 中堰易和工程有限公司 | Water conservancy environment-friendly channel slope protection mechanism and protection method |
CN114319245B (en) * | 2022-01-19 | 2024-05-10 | 中堰易和工程有限公司 | Water conservancy environment-friendly channel slope protection mechanism and protection method |
CN114922135A (en) * | 2022-06-30 | 2022-08-19 | 济南市水文中心(济南市水土保持监测站) | Self-floating turnover type flood control device and flood control method thereof |
CN114922135B (en) * | 2022-06-30 | 2024-01-12 | 济南市水文中心(济南市水土保持监测站) | Self-floating turnover type flood control device and flood control method thereof |
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