CN107587477A - The detachable anti-flood wall of ripple bottom plate - Google Patents
The detachable anti-flood wall of ripple bottom plate Download PDFInfo
- Publication number
- CN107587477A CN107587477A CN201710788206.9A CN201710788206A CN107587477A CN 107587477 A CN107587477 A CN 107587477A CN 201710788206 A CN201710788206 A CN 201710788206A CN 107587477 A CN107587477 A CN 107587477A
- Authority
- CN
- China
- Prior art keywords
- corrugated surface
- wall
- water fender
- ground
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 44
- 239000000565 sealant Substances 0.000 claims abstract description 8
- 230000006835 compression Effects 0.000 claims description 14
- 238000007906 compression Methods 0.000 claims description 14
- 238000003032 molecular docking Methods 0.000 claims description 14
- 238000007789 sealing Methods 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 5
- 150000001875 compounds Chemical class 0.000 claims description 3
- 230000013011 mating Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000002265 prevention Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003340 mental effect Effects 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Revetment (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Barrages (AREA)
Abstract
The invention discloses a kind of detachable anti-flood wall of ripple bottom plate, and concrete corrugated surface ground is set on ground, and its upper surface is corrugated surface, sets corrugated surface base again, its lower surface is corrugated surface；Water fender is fixed with the upper vertical of corrugated surface base, rear stay plate is set in the land side of the water fender；Wall is being set with the both sides of water fender opposite position, wall fixed edge is set on wall, wall sealant is set between the both ends of water fender and wall fixed edge.The present invention sets corrugated surface base in flood control zone preset in advance corrugated surface ground, and under normal conditions, corrugated surface foundation surface, which carries out simple laying processing, does not influence normal pass use.Come temporarily, corrugated surface base is directly placed on corrugated surface ground in the big vast phase, without carrying out ground fixing process, installation and dismantling operation are very convenient quick, and the quality time is won to speedily carry out rescue work in the big vast phase.
Description
Technical field
The invention belongs to hydraulic engineering flood protection device technical field, it is primarily adapted for use on the hard soil foundations such as Urban Underground garage
Flood control, and in particular to a kind of waveshape floor plate movable type anti-flood wall.
Background technology
In recent years, with the progressively expansion of city size, urban waterlogging phenomenon getting worse.Heavy showers is caused in traffic
Disconnected, power outage, rainstorm weather and abnormal rainfall on the high side have beaten alarm bell to the work of flood prevention in China, continuous in face of rainfall
Increase, water project management unit to work of flood prevention, to adhere to all the time " safety first, it is very prepared, rely mainly on prevention, rob with all strength
The working policy of danger ", carry out anti-big flood, anti- great Hong, the mental preparation for robbing big danger.Accomplish very prepared, will carry out first
The deposit of flood fighting materials and management, it is directly related to running smooth for work of flood prevention, is premise and the guarantor of every work of flood prevention
Barrier.Traditional way is to block pouring into for rainwater with sandbag, plank, but the surprise attack of heavy rain often has little time to look for the flood controls such as sandbag
Article, sometimes even midnight, the day off attack, having little time establishment officer at all, to carry out flood control anti-blocking, threatens people's lives and properties
Safety, severe patient even bring huge property loss and casualties.For urban underground space engineering, flood
Water pours in down a chimney the safety that serious threat the low laying areas such as underground garage, subway.Whenever torrential rain occurs for city, cell occurs for federation
The phenomenon that underground garage or basement are submerged, cause substantial amounts of vehicle or important item to be flooded by rainwater, pole is brought for people
Big economic loss.The natural calamity brought for this rainwater, some cells can be when rainwater increase to a certain extent, promptly
Deployment sandbag anti-flood wall uses flood control fence etc. to prevent low-lying region by water submerged.However, these facilities are in the rain
Arrangement is very inconvenient, if arrangement can hinder the normal use of road again in advance, and after heavy rain, it is also necessary to it is artificial to remove,
Waste time and energy.
The content of the invention
The problem of present invention is for setting up existing for current flood control zone preparation flood protection device and removing difficulty temporarily, and mesh
There is the problem of operation difficulty is big, using effect is poor in preceding flood protection device and flood control article, there is provided a kind of easily operation simple in construction
The detachable anti-flood wall of ripple bottom plate of transfer.
To achieve the above object, the present invention adopts the following technical scheme that：A kind of detachable anti-flood wall of ripple bottom plate, including bottom
Seat and water fender, concrete corrugated surface ground is set on ground, its upper surface be corrugated surface, again setting corrugated surface base, under it
Surface is corrugated surface；The upper surface of concrete corrugated surface ground can match with the lower surface of corrugated surface base and snap together；
Water fender is fixed with the upper vertical of the corrugated surface base, and corrugated surface base is divided into corrugated surface and met water section and ripple by water fender
Line face backwater section, rear stay plate is set in the land side of the water fender；Wall is being set with the both sides of water fender opposite position,
Wall fixed edge is set on wall, wall sealant is set between the both ends of water fender and wall fixed edge.
Seal docking successively by anti-flood wall two groups or more described and form compound flood wall, in pair of adjacent water fender
Compression flange is respectively arranged with junction, Butt sealing layer is set between adjacent compression flange, is led between adjacent compression flange
Cross docking stationary fixture and be joined together to form integrative-structure.The docking stationary fixture includes jig main body and is arranged on fixture
The fixture neck of body side, is separately installed with hold-down bolt on the two side of fixture neck, and the fixture neck is detained simultaneously
Close in the outside of adjacent compression flange, adjacent compression flange is fixed by hold-down bolt.Adjacent corrugations face base
Edge internal sleeve positioned at water fender region is equipped with embedded elastic sealing layer.
The corrugated surface base is provided with pre-buried water inlet fixed seat, and neck is set on the upside of metal fixed seat, is set with neck
There is seal groove, the bottom mating of the water fender is installed in the seal groove.
Beneficial effect：The present invention sets corrugated surface base in flood control zone preset in advance corrugated surface ground, in normal conditions
Under, corrugated surface foundation surface, which carries out simple laying processing, does not influence normal pass use.Come in the big vast phase temporarily, by corrugated surface base
Directly it is placed on corrugated surface ground, without carrying out ground fixing process, installation and dismantling operation are very convenient quick, are
Speedily carried out rescue work in the big vast phase and win the quality time.
The present invention is met water the effect of section hydraulic pressure using the deadweight and corrugated surface of corrugated surface base, corrugated surface is met water section jail
Admittedly be fixed on the upside of corrugated surface ground.Because ripple interface provides many fluxion structures, not only corrugated surface base
Lay and more fixing mode is provided, and there is multiple barrier effect, even if departing from because flood peak impact slides corrugated surface base
Wave groove, remain able to ensure that corrugated surface base is fixed in remaining wave groove.
Wall is also provided with the present invention and wall fixed edge and wall sealant are employed on wall, can be segmented about
Each waterwall of beam, so as to carry out sealing fixed and supporting role to the side of each section of waterwall.
Each section of waterwall can be unibody construction, or multiple combination of monomers constructions.By fixed simultaneously with docking
The docking stationary fixture of sealing, each water fender can be fixedly connected to form overall structure, so as to improve the width of waterwall
And support strength.
Brief description of the drawings
Fig. 1 is the side structure schematic diagram of the present invention.
Fig. 2 is A portions cross-sectional view in Fig. 1.
Fig. 3 is Fig. 1 free state schematic top plan view.
Fig. 4 is Fig. 1 assembled state schematic top plan view.
Fig. 5 is one of partial structurtes enlarged diagram in Fig. 4.
Fig. 6 is two of partial structurtes enlarged diagram in Fig. 4.
Label in figure：1 is corrugated surface ground, and 21 be that corrugated surface meets water section, and 22 be corrugated surface backwater section, and 3 be water fender, 31
To compress flange, 4 be rear stay plate, and 5 be fixed seat, and 6 be fixing glue, and 7 be wall fixed edge, and 8 be wall sealant, and 9 be docking
Sealant, 10 be docking stationary fixture, and 11 be jig main body, and 12 be fixture neck, and 13 be hold-down bolt, and 14 be that ripple docks
Face, 15 be metal fixed seat, and 16 be seal groove.
Embodiment
Embodiment 1：A kind of detachable anti-flood wall of ripple bottom plate, suitable for underpass watertight area.Referring to Fig. 1 and Fig. 3,
On the ground of passage area, concrete corrugated surface ground 1 is pre-set, its upper surface is corrugated surface, under normal conditions, ripple
The surface of face ground 1, which carries out simple laying processing, does not influence normal pass use.
Corrugated surface base is set, and its lower surface is corrugated surface.The upper surface of concrete corrugated surface ground 1 and corrugated surface base
Lower surface can match and snap together.Water fender 3 is fixed with the upper vertical of the corrugated surface base, water fender 3 will
Corrugated surface base is divided into corrugated surface and met water section 21 and corrugated surface backwater section 22, and rear stay plate is set in the land side of the water fender 3
4.Come temporarily, corrugated surface base is directly placed on corrugated surface ground 1 in the big vast phase, without carrying out ground fixing process,
Installation and dismantling operation are very convenient quick, and the quality time is won to be speedily carried out rescue work in the big vast phase.In two with the opposite position of water fender 3
Wall fixed edge 7 is set on edge-on wall, and fixed edge can temporarily be disposed or is fixed in advance on wall, the both ends of water fender 3
Wall sealant 8 is set between wall fixed edge 7.
Multigroup anti-flood wall is preferably provided, in order to assemble and shift.Adjacent corrugations face base is located at the side in water fender region
Edge internal sleeve is equipped with embedded elastic sealing layer.Referring to Fig. 4, adjacent every group of anti-flood wall sealing docking composition compound flood wall, in phase
It is respectively arranged with the interface of adjacent water fender 3 and compresses flange 31, Butt sealing layer 9 is set between adjacent compression flange 31,
Between adjacent compression flange 31 integrative-structure is joined together to form by docking stationary fixture 10.
Shown in Figure 5, docking stationary fixture 10 includes jig main body 11 and is arranged on the fixture of the side of jig main body 11
Neck 12, is separately installed with hold-down bolt 13 on the two side of fixture neck 12, and the fixture neck 12 is fastened on phase simultaneously
Neighbour compresses the outside of flange 31, and adjacent compression flange 31 is fixed by hold-down bolt 13.
In addition, as shown in Fig. 2 corrugated surface base is provided with built-in metal fixed seat 15, the upside of metal fixed seat 15 is set
Neck, seal groove 16 is set with neck, the bottom mating of the water fender 3 is installed in the seal groove 16.
Embodiment 2：Another detachable anti-flood wall of ripple bottom plate, suitable for specific flood control zone.Such as embodiment in it is main
1, but set the parallel wall of multiple tracks to form multiple passages.As shown in figure 4, set in the both sides with the opposite position of water fender 3
Wall is put, wall fixed edge 7 is set on wall, wall sealant 8 is set between the both ends of water fender 3 and wall fixed edge 7.Ginseng
As shown in Figure 6, docking stationary fixture 10 includes jig main body 11 and is arranged on the fixture neck 12 of the side of jig main body 11, is pressing from both sides
Have and hold-down bolt 13 is separately installed with the two side of neck 12, the fixture neck 12 is fastened on adjacent compression flange 31 simultaneously
Outside, by hold-down bolt 13 to it is adjacent compression flange 31 be fixed.
Claims (5)
1. a kind of detachable anti-flood wall of ripple bottom plate, including base and water fender, it is characterized in that：On ground, concrete ripple is set
Face ground, its upper surface are corrugated surface, set corrugated surface base again, its lower surface is corrugated surface；Concrete corrugated surface ground
Upper surface can match with the lower surface of corrugated surface base and snap together；It is fixed with the upper vertical of the corrugated surface base
Water fender, corrugated surface base is divided into corrugated surface and met water section and corrugated surface backwater section by water fender, in the land side of the water fender
Rear stay plate is set；Wall is being set with the both sides of water fender opposite position, wall fixed edge is set on wall, the two of water fender
Wall sealant is set between end and wall fixed edge.
2. the detachable anti-flood wall of ripple bottom plate according to claim 1, it is characterized in that：By preventing two groups or more described
Big vast wall seals docking composition compound flood wall successively, and compression flange is respectively arranged with the interface of adjacent water fender, adjacent
Compress and be set with Butt sealing layer between flange, one is joined together to form by docking stationary fixture between adjacent compression flange
Body structure.
3. the detachable anti-flood wall of ripple bottom plate according to claim 2, it is characterized in that：The docking stationary fixture includes folder
Tool main body and the fixture neck for being arranged on jig main body side, hold-down bolt is separately installed with the two side of fixture neck,
The fixture neck is fastened on the outside of adjacent compression flange simultaneously, and adjacent compression flange compress admittedly by hold-down bolt
It is fixed.
4. the detachable anti-flood wall of ripple bottom plate according to claim 1, it is characterized in that：The corrugated surface base is provided with pre-
Nuzzle hydropexis seat, neck is set on the upside of metal fixed seat, seal groove, the bottom mating card of the water fender are set with neck
Loaded in the seal groove.
5. the detachable anti-flood wall of ripple bottom plate according to Claims 2 or 3, it is characterized in that：Adjacent corrugations face base is located at
The edge internal sleeve in water fender region is equipped with embedded elastic sealing layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710788206.9A CN107587477B (en) | 2017-09-05 | 2017-09-05 | Corrugated surface base detachable flood control wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710788206.9A CN107587477B (en) | 2017-09-05 | 2017-09-05 | Corrugated surface base detachable flood control wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107587477A true CN107587477A (en) | 2018-01-16 |
| CN107587477B CN107587477B (en) | 2019-12-20 |
Family
ID=61051730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710788206.9A Expired - Fee Related CN107587477B (en) | 2017-09-05 | 2017-09-05 | Corrugated surface base detachable flood control wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107587477B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881631A (en) * | 2019-04-09 | 2019-06-14 | 济南栋源水泥制品有限公司 | A kind of assembled anti-flood wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150003915A1 (en) * | 2012-06-05 | 2015-01-01 | Deron Nettles | System and Method for Shoreline Preservation |
| CN104631384A (en) * | 2013-11-07 | 2015-05-20 | 成都凯裕电子电器有限公司 | Temporary drainage wall device for drainage of city water flow |
| CN204738271U (en) * | 2015-06-29 | 2015-11-04 | 刘凤鸣 | Water injection formula anti -flood wall |
| CN105887759A (en) * | 2016-04-22 | 2016-08-24 | 华北水利水电大学 | Mobile anti-flood wall suitable for soft soil foundation |
-
2017
- 2017-09-05 CN CN201710788206.9A patent/CN107587477B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150003915A1 (en) * | 2012-06-05 | 2015-01-01 | Deron Nettles | System and Method for Shoreline Preservation |
| CN104631384A (en) * | 2013-11-07 | 2015-05-20 | 成都凯裕电子电器有限公司 | Temporary drainage wall device for drainage of city water flow |
| CN204738271U (en) * | 2015-06-29 | 2015-11-04 | 刘凤鸣 | Water injection formula anti -flood wall |
| CN105887759A (en) * | 2016-04-22 | 2016-08-24 | 华北水利水电大学 | Mobile anti-flood wall suitable for soft soil foundation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881631A (en) * | 2019-04-09 | 2019-06-14 | 济南栋源水泥制品有限公司 | A kind of assembled anti-flood wall |
| CN109881631B (en) * | 2019-04-09 | 2024-04-05 | 山东栋源建筑节能科技有限公司 | Assembled flood control wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107587477B (en) | 2019-12-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106192891B (en) | A kind of detachable movable anti-flood valve | |
| CN204753354U (en) | Cover worker's board landing stage | |
| CN202493277U (en) | Preventive collecting system for leaking water and seeping water in tunnel | |
| CN203808215U (en) | Side slope drainage and protection structure | |
| CN104790435A (en) | Post-subsidence pouring belt advancing waterstop impermeable concrete structure and construction technology thereof | |
| CN107587477A (en) | The detachable anti-flood wall of ripple bottom plate | |
| CN111441309B (en) | Hydraulic engineering bank protection | |
| CN205557538U (en) | Assembled underground structure system based on prefabricated component | |
| CN205100244U (en) | Underground structure inwall and underground continuous wall coincide face structure | |
| CN102155003B (en) | Toe board connecting structure of steel structure sandwich steel plate dam | |
| CN104195996B (en) | The movable flood control system of a kind of flat sleeping upper-turn-type | |
| CN104120696B (en) | Environment-friendly type slope sticking type trashrack structure and construction method thereof | |
| CN215630021U (en) | Highway bridge construction foundation ditch protector | |
| CN108487847A (en) | The pull-type gate of telescopic column | |
| CN212771816U (en) | Quick drainage structure of dam crest pavement cable pit and road surface escape canal | |
| KR200310489Y1 (en) | Panel-assembling type water stopping wall for preventing a dam or river from overflowing | |
| CN207194124U (en) | A kind of efficient linear drainage systems | |
| CN201943050U (en) | Toe board connection structure of sandwich steel board dam of steel structure | |
| CN205857373U (en) | Post-cast strip advanced water-stopping structure | |
| CN220099700U (en) | Reinforcing structure for blind culvert restoration reconstruction and reconstruction of urban high-density area | |
| CN213296695U (en) | Civil engineering expansion joint waterproof construction | |
| CN204199251U (en) | The movable flood control system of flat sleeping upper-turn-type | |
| CN216999121U (en) | Retaining wall top outward suspension type road deck composite structure | |
| CN107675673B (en) | Ripple bottom plate movable type anti-flood wall | |
| CN215052644U (en) | Movable seawall flood control gate device |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191220 |