CN110241715A - A kind of bridge pier protective device - Google Patents
A kind of bridge pier protective device Download PDFInfo
- Publication number
- CN110241715A CN110241715A CN201910635678.XA CN201910635678A CN110241715A CN 110241715 A CN110241715 A CN 110241715A CN 201910635678 A CN201910635678 A CN 201910635678A CN 110241715 A CN110241715 A CN 110241715A
- Authority
- CN
- China
- Prior art keywords
- bridge pier
- protection against
- against erosion
- bottom bracket
- ring body
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/22—Masonry; Bricks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
Abstract
A kind of bridge pier protective device, the bridge pier ontology are provided with protection against erosion mechanism and lower protection against erosion mechanism；Upper protection against erosion mechanism includes screw type diversion trench and dismountable erosion control ring, erosion control ring includes ring body, bottom abaculus, top flap and connecting plate, lower protection against erosion mechanism includes bottom bracket, protective net, finger stone, ratchel and sandbag, upper protection against erosion mechanism uses the erosion control ring with top flap, effective protection against erosion can be carried out to river surface wave, river surface wave is avoided to carry out beating impact to bridge pier ontology upper end；Lower protection against erosion mechanism uses protective net and bottom bracket, form multiple protection against erosion cavitys, avoid protection against erosion chamber intracorporal, stone and sandbag are lost, the river degradation water flow that top moves downward water flow and bottom along diversion trench enters protection against erosion cavity, and by the setting layer by layer of protective net, ratchel, finger stone and sandbag, impulsive force is greatly reduced, injury is not constituted to bridge pier ontology, achievees the purpose that slow down and wash away.
Description
Technical field
The present invention relates to a kind of bridge pier protective devices.
Background technique
Local scour near pier (local scour near pier) refers to the obstruction due to bridge pier, and water flow is in bridge pier week
It encloses and is washed away caused by the strong vortex of generation.For ease of calculation, it is assumed that local scour near pier is after the completion of general scour
On the basis of carry out.Local scour is by factors such as streamflow regime, bridge pier pier shape, bed material composition, bed configurations.
It is directed to pier subsidence problem at present, those skilled in the relevant art's half takes following scheme: (1) increasing bridge pier bottom
Portion's width or diameter promote intensity, but so, bottom for a long time by current scour, can cause part by
It corrodes, bridge pier entirety unbalance stress is easy to produce crack, there is security risk.(2) stone or sandbag are accumulated in bridge pier surrounding,
Such case is feasible for the slow river of flow velocity, but river flow is faster, and water impact dynamics is bigger, it is easy to by four
The stone and sandbag in week wash away, and service efficiency is not high.
Summary of the invention
In view of the above-mentioned problems, the invention proposes a kind of bridge pier protective devices.
Specific technical solution is as follows:
A kind of bridge pier protective device, including bridge pier ontology；It is characterized in that, the bridge pier bodies top is provided with
Protection against erosion mechanism, bottom are provided with lower protection against erosion mechanism；
The upper protection against erosion mechanism includes screw type diversion trench and dismountable erosion control ring, the screw type water conservancy diversion
Slot is square groove, and in bridge pier bodies top surrounding, helically type is distributed from top to bottom；
The erosion control ring includes ring body, bottom abaculus, top flap and connecting plate, and the ring body is screw type knot
Structure, the ring body, bottom abaculus and top flap are an integral structure, and the bottom abaculus is strip, the bottom
Size, the shape of abaculus are corresponding with the screw type diversion trench, in use, the bottom abaculus is embedded in the screw type
Inside diversion trench；The top flap is obliquely installed in the ring body top outer；The ring body both ends are gone to upper and lower point
Cloth, the side at the ring body both ends are provided with screw-threaded counterbore, and the connection board ends are each provided with a tapped through hole, described
Tapped through hole is corresponding with the position of the screw-threaded counterbore；In use, connecting plate is located at the side at the ring body both ends, pass through
Bolt-through tapped through hole is fixed with screw-threaded counterbore, realizes that ring body both ends are fixed；
The lower protection against erosion mechanism includes bottom bracket, protective net, finger stone, ratchel and sandbag；The bottom branch
Frame quantity is 6, and the bottom bracket is uniformly distributed in the bridge pier body bottom portion surrounding, the bottom bracket and the bridge pier
Ontology is fixedly connected；Top and surrounding of the protection net in the bottom bracket, the protective net is by two adjacent bottoms
Between portion's bracket formed a protection against erosion cavity, the protection against erosion inside cavity be sequentially filled from top to bottom finger stone, sandbag with
And ratchel.
Further, the bottom bracket is right angled triangle plate body, rectangular plate body, square plate body and right angle ladder
One of shape plate body.
Further, the bottom bracket is right-angled trapezium plate body.
Further, the bottom bracket is structure wide at the top and narrow at the bottom, right-angle side side and the fixed company of the bridge pier ontology
It connects.
Further, the volume and quality of the ratchel are greater than the volume and quality of finger stone.
Further, the bottom bracket is high strength steel plate.
Further, anticorrosive water-proof coating is coated with outside the bottom bracket.
Further, the protective net is steel wire, and surface is coated with anticorrosive water-proof coating.
Further, the protective net is fixedly connected by welding with the bottom bracket junction.
Further, the connecting plate is square plate structure.
Compared with prior art, the invention has the benefit that
(1) protection against erosion mechanism uses the erosion control ring with top flap on, can carry out to river surface wave effectively anti-
It washes away, river surface wave is avoided to carry out beating impact to bridge pier ontology upper end；After top flap guides downwards wave, spiral
Type diversion trench also has guiding function to water flow, and water flow avoids directly impacting bridge pier ontology along diversion trench movement.Screw type is prevented
Ring design is rushed, can accomplish that vertical direction positions on bridge pier very well, water impact is avoided to cause erosion control ring to move up greatly very much, use
Reliably.
(2) protection against erosion mechanism uses protective net and bottom bracket under, forms multiple protection against erosion cavitys, avoids protection against erosion chamber
Intracorporal, stone and sandbag are lost, and the river degradation water that top moves downward water flow and bottom along diversion trench flows into
Enter protection against erosion cavity, by the setting layer by layer of protective net, ratchel, finger stone and sandbag, impulsive force is greatly reduced, to bridge
Pier ontology does not constitute injury, achievees the purpose that slow down and wash away.
Detailed description of the invention
Fig. 1 is the schematic diagram that bottom bracket and upper protection against erosion mechanism are installed on bridge pier ontology of the present invention；
Fig. 2 is that the present invention catches the top view for not installing protective ring on bridge pier ontology；
Fig. 3 is the A-A of Fig. 2 of the present invention to partial cutaway schematic view；
Fig. 4 is the connection diagrammatic cross-section at protective ring both ends of the present invention and connecting plate.
Appended drawing reference
Bridge pier ontology 1, upper protection against erosion mechanism 2, screw type diversion trench 21, erosion control ring 22, ring body 221, bottom abaculus
222, top flap 223, connecting plate 224, lower protection against erosion mechanism 3, bottom bracket 31, protective net 32, finger stone 33, ratchel
34, sandbag 35, tapped through hole 4, screw-threaded counterbore 5, bolt 6, protection against erosion cavity 7.
Specific embodiment
Clear to be more clear technical solution of the present invention, the present invention is described further with reference to the accompanying drawing,
The technical characteristic of any pair of technical solution of the present invention carries out the scheme that equivalencing is obtained with conventional reasoning and each falls within guarantor of the present invention
Protect range.
As shown, a kind of bridge pier protective device, including bridge pier ontology；The bridge pier bodies top is provided with anti-
Scouring mechanism, bottom are provided with lower protection against erosion mechanism；
The upper protection against erosion mechanism includes screw type diversion trench and dismountable erosion control ring, the screw type water conservancy diversion
Slot is square groove, and in bridge pier bodies top surrounding, helically type is distributed from top to bottom；
The erosion control ring includes ring body, bottom abaculus, top flap and connecting plate, and connecting plate is square plate knot
Structure, the ring body are spiral-shaped structure, and the ring body, bottom abaculus and top flap are an integral structure, the bottom
Portion's abaculus is strip, and size, the shape of the bottom abaculus are corresponding with the screw type diversion trench, in use, described
Bottom abaculus is embedded in inside the screw type diversion trench；The top flap is obliquely installed in the ring body top outer；
The ring body both ends go to upper and lower distribution, and the side at the ring body both ends is provided with screw-threaded counterbore, and the connection board ends are each
It is provided with a tapped through hole, the tapped through hole is corresponding with the position of the screw-threaded counterbore；In use, connecting plate is located at institute
The side for stating ring body both ends is fixed by bolt-through tapped through hole with screw-threaded counterbore, realizes that ring body both ends are fixed；
The lower protection against erosion mechanism includes bottom bracket, protective net, finger stone, ratchel and sandbag；Wherein: bottom branch
Frame is right-angled trapezium plate body and is high strength steel plate, and bottom bracket is structure wide at the top and narrow at the bottom, right-angle side side and the bridge pier sheet
Body is fixed to be connected, and is connect and is coated with anticorrosive water-proof coating outside bottom bracket；In addition, the volume and quality of ratchel are greater than the body of finger stone
Long-pending and quality；Further more, protective net is steel wire, and surface is coated with anticorrosive water-proof coating, and protective net and the bottom bracket connect
The place of connecing is fixedly connected by welding, and the bottom bracket quantity is 6, and the bottom bracket is uniformly distributed in the bridge
Pier body bottom portion surrounding, the bottom bracket are fixedly connected with the bridge pier ontology；The protection net is in the bottom bracket
Top and surrounding, the protective net will between two adjacent bottom brackets formed a protection against erosion cavity, the protection against erosion
Inside cavity is sequentially filled multiple finger stones, multiple sandbags and multiple ratchels from top to bottom.
Claims (5)
1. a kind of bridge pier protective device, including bridge pier ontology；Prevent it is characterized in that, the bridge pier bodies top is provided with
Scouring mechanism, bottom are provided with lower protection against erosion mechanism；
The upper protection against erosion mechanism includes screw type diversion trench and dismountable erosion control ring, and the screw type diversion trench is
Square groove, in bridge pier bodies top surrounding, helically type is distributed from top to bottom；
The erosion control ring includes ring body, bottom abaculus, top flap and connecting plate, and the ring body is spiral-shaped structure,
The ring body, bottom abaculus and top flap are an integral structure, and the bottom abaculus is strip, the bottom abaculus
Size, shape it is corresponding with the screw type diversion trench, in use, the bottom abaculus is embedded in the screw type water conservancy diversion
Inside slot；The top flap is obliquely installed in the ring body top outer；The ring body both ends go to upper and lower distribution, institute
The side for stating ring body both ends is provided with screw-threaded counterbore, and the connection board ends are each provided with a tapped through hole, the screw thread
Through-hole is corresponding with the position of the screw-threaded counterbore；In use, connecting plate is located at the side at the ring body both ends, pass through bolt
It is fixed through tapped through hole and screw-threaded counterbore, realizes that ring body both ends are fixed.
2. a kind of bridge pier protective device as described in claim 1, it is characterized in that, the lower protection against erosion mechanism includes bottom
Bracket, protective net, finger stone, ratchel and sandbag；The bottom bracket quantity is 6, and the bottom bracket is uniformly distributed
In the bridge pier body bottom portion surrounding, the bottom bracket is fixedly connected with the bridge pier ontology；The protection net is described
The top of bottom bracket and surrounding, the protective net will form a protection against erosion cavity, institute between two adjacent bottom brackets
It states protection against erosion inside cavity and is sequentially filled finger stone, sandbag and ratchel from top to bottom.
3. a kind of bridge pier protective device as claimed in claim 2, it is characterized in that, the bottom bracket is right angled triangle
Plate body, rectangular plate body, square one of plate body and right-angled trapezium plate body.
4. a kind of bridge pier protective device as claimed in claim 2, it is characterized in that, the bottom bracket is knot wide at the top and narrow at the bottom
Structure, right-angle side side are fixedly connected with the bridge pier ontology.
5. a kind of bridge pier protective device as described in any one of claim 1-4, it is characterized in that, the protective net with
The bottom bracket junction is fixedly connected by welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635678.XA CN110241715B (en) | 2019-07-15 | 2019-07-15 | Bridge pier protector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635678.XA CN110241715B (en) | 2019-07-15 | 2019-07-15 | Bridge pier protector |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110241715A true CN110241715A (en) | 2019-09-17 |
| CN110241715B CN110241715B (en) | 2020-09-18 |
Family
ID=67892294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910635678.XA Active CN110241715B (en) | 2019-07-15 | 2019-07-15 | Bridge pier protector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110241715B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854135A (en) * | 2021-01-18 | 2021-05-28 | 曾宇 | Turbulent flow passive control local anti-scouring load-bearing structure pier |
| CN113389174A (en) * | 2021-07-09 | 2021-09-14 | 郭孟涛 | Protection device for building bridge |
| CN114635391A (en) * | 2022-03-29 | 2022-06-17 | 长沙理工大学 | Pier protector and pier protection system |
| CN116397519A (en) * | 2023-04-17 | 2023-07-07 | 中国海洋大学 | Pier protection system and method utilizing wave energy |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050023378A (en) * | 2005-02-05 | 2005-03-09 | 김길평 | Institution of injury protect for bridge |
| KR100572575B1 (en) * | 2005-10-17 | 2006-04-24 | (주)미래기술단 | Scour prevention structure of a pier |
| KR20100077303A (en) * | 2008-12-29 | 2010-07-08 | 대림산업 주식회사 | Apparatus for preventing a pier from scouring |
| CN101892673A (en) * | 2010-07-01 | 2010-11-24 | 宝钢工程技术集团有限公司 | Erosion protection processing method for offshore wind turbine foundation |
| CN202347498U (en) * | 2011-12-15 | 2012-07-25 | 张宗明 | Pier protection device |
| CN203307721U (en) * | 2013-05-13 | 2013-11-27 | 中国水电顾问集团中南勘测设计研究院 | Protecting device for preventing falling rocks from colliding with bridge pier column |
| CN205741883U (en) * | 2016-05-10 | 2016-11-30 | 安徽中旭建设工程有限公司 | A kind of bridge pier with gutter channel |
| CN109736186A (en) * | 2019-01-30 | 2019-05-10 | 北京工业大学 | Prevent the automatic triggering type umbrella-type protective device of bridge pier impact damage |
-
2019
- 2019-07-15 CN CN201910635678.XA patent/CN110241715B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050023378A (en) * | 2005-02-05 | 2005-03-09 | 김길평 | Institution of injury protect for bridge |
| KR100572575B1 (en) * | 2005-10-17 | 2006-04-24 | (주)미래기술단 | Scour prevention structure of a pier |
| KR20100077303A (en) * | 2008-12-29 | 2010-07-08 | 대림산업 주식회사 | Apparatus for preventing a pier from scouring |
| CN101892673A (en) * | 2010-07-01 | 2010-11-24 | 宝钢工程技术集团有限公司 | Erosion protection processing method for offshore wind turbine foundation |
| CN202347498U (en) * | 2011-12-15 | 2012-07-25 | 张宗明 | Pier protection device |
| CN203307721U (en) * | 2013-05-13 | 2013-11-27 | 中国水电顾问集团中南勘测设计研究院 | Protecting device for preventing falling rocks from colliding with bridge pier column |
| CN205741883U (en) * | 2016-05-10 | 2016-11-30 | 安徽中旭建设工程有限公司 | A kind of bridge pier with gutter channel |
| CN109736186A (en) * | 2019-01-30 | 2019-05-10 | 北京工业大学 | Prevent the automatic triggering type umbrella-type protective device of bridge pier impact damage |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854135A (en) * | 2021-01-18 | 2021-05-28 | 曾宇 | Turbulent flow passive control local anti-scouring load-bearing structure pier |
| CN113389174A (en) * | 2021-07-09 | 2021-09-14 | 郭孟涛 | Protection device for building bridge |
| CN114635391A (en) * | 2022-03-29 | 2022-06-17 | 长沙理工大学 | Pier protector and pier protection system |
| CN114635391B (en) * | 2022-03-29 | 2024-02-20 | 长沙理工大学 | Pier protector and pier protection system |
| CN116397519A (en) * | 2023-04-17 | 2023-07-07 | 中国海洋大学 | Pier protection system and method utilizing wave energy |
| CN116397519B (en) * | 2023-04-17 | 2024-03-22 | 中国海洋大学 | Pier protection system and method utilizing wave energy |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110241715B (en) | 2020-09-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110241715A (en) | A kind of bridge pier protective device | |
| KR100982023B1 (en) | Apparatus for preventing scour on bridge pier foundation | |
| WO2014125127A1 (en) | A scour remediation and mitigation apparatus | |
| US20160115664A1 (en) | Fixed type structure unit for restoring lost sand, structure and restoring method | |
| KR20100077303A (en) | Apparatus for preventing a pier from scouring | |
| CN108867343A (en) | A kind of bridge pier or the shot protective structure and its construction method of the local scour of groynes head | |
| KR100762375B1 (en) | Protective facility for tidal current power plant | |
| CN210439218U (en) | Scour protection dykes and dams for water conservancy construction | |
| CN109914359A (en) | A kind of composite structure of arch dam table hole exits energy dissipating | |
| KR101820335B1 (en) | Structure of Preventing Water Stream Tunnel of Underwater Fabric | |
| KR100591195B1 (en) | Scour guard of bridge well basin foundation | |
| CN211772776U (en) | Pier with water level detection ability | |
| US1873496A (en) | River revetment | |
| CN113005990A (en) | High strength bank protection protector for hydraulic engineering | |
| RU173520U1 (en) | FLEXIBLE WIPER | |
| US2000312A (en) | Jetty | |
| KR101030948B1 (en) | Rake apparatus of rotary type screen | |
| WO2014068649A1 (en) | Device for reducing tsunami wave force acting on building | |
| RU2281359C1 (en) | Method and device for sand beach washing-in | |
| JP2009062772A (en) | Construction method and structure for reinforcing concrete structure | |
| JP3718139B2 (en) | Transmission type sabo dam | |
| RU2223359C2 (en) | Breakwater | |
| CN109723030A (en) | A kind of facility and its construction method for protecting water front | |
| KR101724097B1 (en) | Curved Tube for Preventing Coastal Erosion and Structure Thereof | |
| CN204716452U (en) | The energy dissipating of belt transmission current, generating, sand-catching apparatus |
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 |