CN203960835U - Floating embankment guiding buffer - Google Patents
Floating embankment guiding buffer Download PDFInfo
- Publication number
- CN203960835U CN203960835U CN201420361753.0U CN201420361753U CN203960835U CN 203960835 U CN203960835 U CN 203960835U CN 201420361753 U CN201420361753 U CN 201420361753U CN 203960835 U CN203960835 U CN 203960835U
- Authority
- CN
- China
- Prior art keywords
- floating embankment
- connecting rod
- concrete pier
- embankment
- floating
- 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.)
- Expired - Lifetime
Links
- 239000000872 buffer Substances 0.000 title claims abstract description 26
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000003139 buffering effect Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000002411 adverse Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000006173 Good's buffer Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of floating embankment guiding buffer, comprise concrete pier and the floating embankment of being located at concrete pier one side, described floating embankment is connected with concrete pier by connecting rod, described connecting rod is axially arranged with snubber near the edge, one end of floating embankment perpendicular to connecting rod, and described floating embankment is provided with the buffer limit frame matching with snubber.The beneficial effect of the utlity model has and can effectively cushion large wave impact force, effectively protecting connecting rod, floating embankment and concrete pier structure.
Description
Technical field
The utility model relates to a kind of buffer, specifically a kind of floating embankment guiding buffer.
Background technology
In hydraulic engineering or navigation engineering, be concrete floating embankment or steel floating embankment all can be set in ship lock and ship elevator engineering be used as every stream or navigation, floating embankment moves in the vertical direction by pulley following water-level lifting in chute, but under high sea condition of work, floating embankment can be flushed to large wave direction, be the impact force of horizontal direction, floating embankment, connecting rod and concrete pier very easily damage owing to cannot bearing large impact load, cause floating embankment cisco unity malfunction.Especially the moment of large span floating embankment is larger, connecting rod between concrete pier and floating embankment is subject to along the impact force of large wave direction especially huge, if cannot effectively cushion this impact force, can to the structure of connecting rod even the structure of concrete pier cause damage, have a strong impact on floating embankment and normally work.
Utility model content
The purpose of this utility model is the deficiency existing in order to solve above-mentioned background technology, proposes a kind of floating embankment guiding buffer that can effectively cushion large wave impact force, effectively protect connecting rod, floating embankment and concrete pier structure.
In order to realize above object, a kind of floating embankment guiding buffer that the utility model provides, comprise concrete pier and the floating embankment of being located at concrete pier one side, described floating embankment is connected with concrete pier by connecting rod, it is characterized in that: described connecting rod is axially arranged with snubber near the edge, one end of floating embankment perpendicular to connecting rod, and described floating embankment is provided with the buffer limit frame matching with snubber.
Preferably, described buffer limit frame by outside framework and can be in outside framework along forming perpendicular to the slide block of connecting rod axially-movable, described slide block is connected with snubber.Slide block with snubber motion, in the time that slide block moves in outside framework, outside framework plays the position-limiting action to slide block.
Further preferably, described snubber has two, and two snubbers are located at respectively pitman shaft to both sides.Such two snubbers can effectively cushion following current to the large wave impact force of adverse current to both direction.
Still more preferably, described snubber is block rubber.
Also further preferably, described floating embankment is connected with connecting rod by supporting near the edge of concrete pier one side.The effect of secondary buffer shock absorbing power is played in supporting.
Again further preferably, described connecting rod is provided with pulley near one end of concrete pier, has the chute matching with pulley in concrete pier.Pulley matches with chute, and floating embankment can be operated on the river surface of different waterlines.
The beneficial effects of the utility model: one; adopt the structure that snubber and buffering limiting bracket are set in floating embankment; the impact load of large wave was effectively cushioned before conducting to connecting rod; most of impact load is cushioned device and buffering limiting bracket absorbs, and can effectively protect connecting rod and floating embankment.Its two, adopt the structure that is provided with supporting in connecting rod and floating embankment junction, the effect of assisting shock absorbing power is played in supporting, has further improved buffering effect.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model floating embankment guiding buffer;
Fig. 2 is the lateral view of Fig. 1;
In figure: concrete pier 1, floating embankment 2, connecting rod 3, snubber 4, buffer limit frame 5, slide block 5.1, outside framework 5.2, supporting 6, pulley 7, chute 8.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment: as shown in Figure 1 and Figure 2, the utility model discloses a kind of floating embankment guiding buffer, comprise concrete pier 1 and the floating embankment 2 of being located at concrete pier 1 one sides, described floating embankment 2 is connected with concrete pier 1 by connecting rod 3, described connecting rod 3 is located at respectively the axial both sides of connecting rod 3 near one end of floating embankment 2 along being axially arranged with 4, two snubbers 4 of two snubbers perpendicular to connecting rod 3.Described floating embankment 2 is provided with the buffer limit frame 5 matching with snubber 4.Wherein, snubber 4 is block rubber; Buffer limit frame 5 is by outside framework 5.2 and can form perpendicular to the slide block 5.1 of connecting rod 3 axially-movables on the interior edge of outside framework 5.2, and described slide block 5.1 is connected with snubber 4, and outside framework 5.2 is connected with floating embankment 2.
Floating embankment 2 is connected with connecting rod 3 by supporting 6 near the edge of concrete pier 1 one sides.Connecting rod 3 is provided with pulley 7 near one end of concrete pier 1, has the chute 8 matching with pulley 7 in concrete pier 1.Connecting rod 3 can move along with pulley 7 in chute 8, drives floating embankment 2 to move up and down, and floating embankment 2 is operated on the river surface of different waterlines.
The principle of this floating embankment guiding buffer is:
When floating embankment 2 is subject to following current to making to the large wave impact force of both direction with adverse current, floating embankment 2 can drive two snubbers 4, be that block rubber moves, now slide block 5.1 is followed snubber 4 and is moved in outside framework 5.2, in the time moving to outside framework 5.2 edge, outside framework 5.2 no longer moves it position limiting slide block 5.1, and block rubber will be extruded.During this period, large wave impact force is absorbed by the compressional deformation process of the sliding process of slide block 5.1 and block rubber, and the impact force finally conducting on connecting rod 3 is cushioned by first mate, has reached the object of protection connecting rod 3, floating embankment 2 and concrete pier 1.
Compared to existing floating embankment guiding buffer, advantage applies of the present utility model is aspect following:
1) to large wave impact force good buffer effect; following current to adverse current to; the large wave impact force that is horizontal direction is absorbed by the compressional deformation process of the sliding process of slide block 5.1 and block rubber; the impact force that causes finally conducting on connecting rod 3 is significantly cushioned, and floating embankment 2, connecting rod 3 and concrete pier 1 are played a protective role.
2) effect of auxiliary buffering is played in supporting 6, simultaneously also as the connector that connecting rod 3 and floating embankment 2 are fixed together.
3) connecting rod 3 can move along with pulley 7 in chute 8, drive floating embankment 2 to move up and down, floating embankment 2 is operated on the river surface of different waterlines, has simultaneously also cushioned large wave impact force vertically, make the utility model to the impact force of vertical direction and horizontal direction by buffering effect.
The above, be only preferred embodiment of the present utility model, not the utility model structure done to any pro forma restriction.Any simple modification, equivalent variations and modification that every foundation technical spirit of the present utility model is done above embodiment, all still belong in the scope of the technical solution of the utility model.
Claims (6)
1. a floating embankment guiding buffer, comprise concrete pier (1) and be located at the floating embankment (2) of concrete pier (1) one side, described floating embankment (2) is connected with concrete pier (1) by connecting rod (3), it is characterized in that: described connecting rod (3) is axially arranged with snubber (4) near the edge, one end of floating embankment (2) perpendicular to connecting rod (3), and described floating embankment (2) is provided with the buffer limit frame (5) matching with snubber (4).
2. floating embankment guiding buffer according to claim 1, it is characterized in that: described buffer limit frame (5) is by outside framework (5.2) and can be in outside framework (5.2) form along the slide block (5.1) perpendicular to connecting rod (3) axially-movable, described slide block (5.1) is connected with snubber (4), and outside framework (5.2) is connected with floating embankment (2).
3. floating embankment guiding buffer according to claim 2, is characterized in that: described snubber (4) has two, and two snubbers (4) are located at respectively axially both sides of connecting rod (3).
4. according to the floating embankment guiding buffer described in claim 3, it is characterized in that: described snubber (4) is block rubber.
5. floating embankment guiding buffer according to claim 1, is characterized in that: described floating embankment (2) is connected with connecting rod (3) by supporting (6) near the edge of concrete pier (1) one side.
6. floating embankment guiding buffer according to claim 5, it is characterized in that: described connecting rod (3) is provided with pulley (7) near one end of concrete pier (1), has the chute (8) matching with pulley (7) in concrete pier (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420361753.0U CN203960835U (en) | 2014-06-30 | 2014-06-30 | Floating embankment guiding buffer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420361753.0U CN203960835U (en) | 2014-06-30 | 2014-06-30 | Floating embankment guiding buffer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203960835U true CN203960835U (en) | 2014-11-26 |
Family
ID=51921437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420361753.0U Expired - Lifetime CN203960835U (en) | 2014-06-30 | 2014-06-30 | Floating embankment guiding buffer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203960835U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631411A (en) * | 2014-12-31 | 2015-05-20 | 河海大学 | Safety air bag of ship lock |
-
2014
- 2014-06-30 CN CN201420361753.0U patent/CN203960835U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631411A (en) * | 2014-12-31 | 2015-05-20 | 河海大学 | Safety air bag of ship lock |
| CN104631411B (en) * | 2014-12-31 | 2015-09-23 | 河海大学 | A kind of ship lock air bag |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201896287U (en) | Buffer device for collision-preventing structure of bridge pier | |
| CN215405867U (en) | Flood prevention box for hydraulic engineering | |
| CN206245294U (en) | A kind of small hydropower station easy to clean trash rack | |
| CN203496117U (en) | Autoclaved aerated concrete block finished product overturning device | |
| CN203960835U (en) | Floating embankment guiding buffer | |
| CN206887789U (en) | Bridge strengthening device | |
| CN204040236U (en) | A kind of Novel U-shaped steel plate energy consuming mechanism | |
| CN203345486U (en) | Ash bucket discharge auxiliary mechanism | |
| CN204059289U (en) | The controlled floating foundation of resistance is overhead blocks ship's repairs & maintenance facilities | |
| CN204174524U (en) | Bridge flood fighting buffering triangle watch box | |
| CN201933401U (en) | High-damping combined plate rubber bearing | |
| CN208072337U (en) | A kind of floating embankment guiding buffer unit | |
| CN203200650U (en) | V-shaped guide rail structure unidirectional support | |
| CN104608890A (en) | Receiving net device with buffering structure | |
| CN214940479U (en) | Pile foundation structural integrity under water detects auxiliary device | |
| CN204548435U (en) | With the reception net arrangement of buffer structure | |
| CN203767654U (en) | Automatic material lifting tipping bucket device for rare earth waste roasting | |
| CN203767479U (en) | Gravity tensioning device of belt conveyor | |
| CN103274301A (en) | Protective device for driver's cage of bridge-type grab ship-unloader | |
| CN203546937U (en) | Earthquake-proof support seat | |
| CN213333168U (en) | Protector for civil engineering | |
| CN206015559U (en) | A kind of restrictor bar buffer unit of barrier gate device | |
| CN204225044U (en) | Worm-type open-close machine closes an overload protection arrangement | |
| CN205769326U (en) | A kind of bottom lifting type arrester | |
| CN101224589B (en) | Labyrinth seal structure of water knife device for longitudinal movement rail |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141126 |
|
| CX01 | Expiry of patent term |