CN1974932A - Anti-impacting bearing pile for bridge - Google Patents
Anti-impacting bearing pile for bridge Download PDFInfo
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- CN1974932A CN1974932A CN 200610155224 CN200610155224A CN1974932A CN 1974932 A CN1974932 A CN 1974932A CN 200610155224 CN200610155224 CN 200610155224 CN 200610155224 A CN200610155224 A CN 200610155224A CN 1974932 A CN1974932 A CN 1974932A
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- stake
- fender
- bridge pier
- bridge
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Abstract
The present invention relates to an impact-resisting pad pile capable of protecting bridge pier against impact of ship. Said impact-resisting pad pile is characterized by that on the pile one and more than one impact-resisting turnable pad and washer are mounted, and in the lowest position of said pile a positioning ring is mounted. Several impact-resisting pad piles can be connected together by means of connecting pieces, and can be respectively placed in the front of bridge pier and in the back of bridge pier and formed into a whole pile array for protecting bridge pier.
Description
Technical field
The present invention relates to a kind of bridge-collision-avoidance facility, particularly a kind of for avoiding or alleviate boats and ships and bridge pier bumps, and the anti-impacting bearing pile for bridge that colliding vessel oceangoing ship energy dissipating buffering is used.
Background technology
Because economy and communication is flourish; the bridge that sets up on the navigation channel of navigation is more and more; also increasing; the over strait of overlength or the even appearance of island bridge are more arranged; make that original navigation channel diminishes, stenosis; so not only many tons from thousands of to tens thousand of that also maximize of the ship on the navigation channel meanwhile are on the newspaper or TV in the whole world, about the incident of ship collision bridge pier happens occasionally and reports.Some little collisions also can be repaired, in case it is hardly imaginable that big its consequence of collision takes place, not impaired for making the safety of navigating, bridge, people have taked a lot of ways and facility to protect the bridge construction thing.
Patent No. CN99236972.X " pier anticollision protective device "; this device is that direct holding-solid is used on bridge pier; allowing ship impinge upon this device goes up with the spring on it the ship fender effect that rebounded; first impact is still directly born by bridge pier, and this device only suits to use on less bridge pier in addition.
Its one group of protective device of the number of patent application CN200510029901.4 protective device of bridge pier " navigate bump " is by the fixed component on being arranged on around the bridge pier; be arranged on the cushion between fixed component and bridge pier; be fixed on the track of filling ball bearing on the fixed component and be bonded in; protection skin between lower railway on the bridge pier wall is formed; at first this device remains and directly is fixed on the bridge pier; the ball that is hit is rolled on the protection skin of bridge pier; this also only is a perfect condition; in fact it is very little of protecting skin to make the bridge pier surface deformation be difficult to rotate to be hit the ball volume again; bridge pier also is to bear the initial impact of ship; so this device is to the impact of bridge pier and the buffering of energy; it is also very limited that branch is led effect, DeGrain.
Its ball is that string rolls on an axle and between two closed slides in addition, and the power of at this moment being hit must just can be rotated with axle by ball on the position, power center (PC) of axle, and obviously this is again a kind of ideal, imaginary state.In fact if stress point is more crooked, whole axle will stuckly can't be moved in track at all, let alone rotated, and two parallel orbits are fixed on the bridge pier simultaneously, if there is foreign matter to fall into track, the possibility that balance is slided is just very little.
Very big because of bridge pier again; and every group of protective device all will be installed two parallel orbits on bridge pier; so long track alignment error is wayward; the flexibility that the ball axle rotates will directly be influenced; can not occur over just on the water surface because of colliding; also there is the collision of ship itself and the bridge pier of submarine and ball nose shape all to occur under water; bridge also is subjected to the influence of rising tide, ebb in addition; so need on the very big area in bridge pier surface, to install a lot of group protective devices; subaqueous construction simultaneously also needs the diver to operate; the difficult control of installation accuracy, maintenance is difficulty also.
Summary of the invention
Technical problem to be solved by this invention is: a kind of anti-impacting bearing pile for bridge is provided, the course that makes it can carry out the energy dissipating buffering to the boats and ships of collision and effectively guide boats and ships, and make boats and ships can not directly clash into bridge pier, both reduced the infringement of boats and ships, reduced the damage of boats and ships self again bridge pier.
The present invention addresses the above problem the technical scheme that is adopted: the fender stake is by rotating fender and packing ring more than one and one are being installed in the stake, at the foot of stake one locating ring being installed forms, described fender stake connects into whole stake battle array with connector between each, is built in along on the forward and backward position of direction along ng a path bridge pier.
Compared with prior art, the invention has the advantages that: 1, this is built on the forward and backward position of bridge pier, do not contact with bridge pier, boats and ships directly do not clash into bridge pier, be to protect bridge pier and boats and ships not to be damaged as cost to sacrifice the fender stake, because of the fender stake can be reconstructed after damaging, but the cost of bridge pier, boat damage is just hardly imaginable; 2, to be hit all be to hit or lean on bridge pier in this fender stake, the impact of this moment has not been all to be added in having gone up against point of rum point and bridge pier, mud during because of bump under the stake also plays cushioning effect, bear and weakened a part of impact, the speed of a ship or plane reduces few because the fender rotation makes the ship course change, Impact energy is just little, and it is enough with regard to reducing for the suffered impact of ship and bridge pier, so this really plays the effect of energy dissipating buffering; 3, this fender stake has triple protection, plays the effect that weakens impact gradually, and general bump can both withstand, make the damaged condition of boats and ships reduce to minimum, can effectively guide the course of boats and ships simultaneously again, play four liang and pull out very heavy effect, big to the pier anticollision protective effect, crashproof effective; 4, this fender stake is easily processed, easily installation, fender are easily changed, and requirement on machining accuracy is low.
Description of drawings
Fig. 1, structural representation of the present invention.
Fig. 2, user mode reference diagram of the present invention (vertical view, lift one's head triangle, triangle distribute).
The specific embodiment
Below in conjunction with accompanying drawing embodiments of the invention are further described.
Fender 4 annular for making with elastomeric material, the proportion of fender makes it can produce certain buoyancy preferably less than water, always to come-up, or makes full use of old tire and fills the tire bar and make in water.
It is more flexible for fender 4 is rotated in stake 1, load onto L shaped neck bush 2, the external bushing of making of plastic cement 5 at itself and 1 of stake, and the thickness of inside and outside lining is by the fit clearance decision of 1 of the internal diameter of fender 4 and stake, also inside and outside lining and fender 4 are connected into the integral body that fender can rotate around stake 1, and 4 of each fenders also are equipped with plastic washers 6 with bolt, nut 3.
The fender integral body that the one or more fender 4 that is connected with packing ring 6, inside and outside lining 2,5 is constituted is enclosed within respectively in each stake 1, according to crashproof ship draft be set to always under water the stake 1 on, for making fender 4 location, in the end under a fender locating ring 8 is housed also, and meet the place at locating ring two halves tower, use the bolt, the nut that are made into through metal that surface anticorrosive is handled or plastic cement to be fixed on and constitute fender stake 9,10,11,12 in the stake 1 ... Deng.
With the diverse location of each fender stake by navigation ban bridge opening and navigable bridge opening, be installed in according to certain rules along on the forward and backward position of direction along ng a path bridge pier, as shown in Figure 2, the arrow place is the navigation channel, it is the navigation ban bridge opening that both sides do not have the arrow place.
Embodiment 1:
At general navigable bridge opening place, press rounded projections arranged with three identical or different fender stakes 9,10,11, be built in respectively on the forward and backward position of bridge pier 15, do not contact with bridge pier, as shown in Figure 2,9,11 of 9,10 of fender stakes and fender stakes be respectively with the tubing 13 formation guardrail that links into an integrated entity, and 10,11 of fender stakes link into an integrated entity with band steel or flat tube 14.
If will be used for to hitting large ship, at this moment also can increase the quantity of fender stake or the diameter and the embedded depth of overstriking stake 1 in 9,11 of fender stake 9,10, the fender stakes of rounded projections arranged, enlarging stake district area constitutes by 5, seven, nine ... the large tracts of land stake district that constitutes Deng the stake of root fender is still for the triangle distribution or form other shape as required.
Embodiment 2:
On one side is navigable bridge opening, be navigation ban bridge opening place on one side, with identical four fender stakes 9,10,11,12 by lifting one's head rounded projections arranged, be built in respectively on the forward and backward position of bridge pier, as shown in Figure 2, respectively with the tubing 13 formation guardrail that links into an integrated entity, 10,11 of fender stakes link into an integrated entity with band steel or flat tube 14 with 12,9,11 of 9,10 of fender stakes and fender stakes.
In like manner can increase fender stake quantity as required between fender stake 9,10 or 9,11 constitutes by land, eight, picks up ... it is the same with the foregoing description that the large tracts of land that constitutes Deng the stake of root fender is lifted one's head the triangle stake, do not repeat.
When ship out of control comes to sailing while the navigation channel of the navigation ban of opening the navigation or air flight, and ship hits when coming to bridge pier, at first touches fender stake 12 or 9, the fender 4 that is at this moment the hit rotation of working, slide to the outside with the ship guiding and along the fender tangential direction, enter logical ship navigation channel and leave bridge pier continuation navigation.
If the impact of ship is very big, a fender stake 9 is also held and be can't stand, can two fender stakes 10,11 of back be born by guardrail, and at this moment boats and ships are also failed to run into bridge pier 15 and only run into the fender stake.
If the impact of boats and ships is bigger, all knock and swing to three fender stakes 9,10,11 down the bridge pier direction, the flat tube 14 between two also hits curvedly simultaneously, and makes the fender stake hit bridge pier to do last escorting.
After process such is hit three foldings; impact also weakens gradually and plays a protective role; crash direction is also become radially by side direction; protective effect is bigger; the damage of boats and ships meanwhile also drops to minimum degree; the method is to protect bridge pier and boats and ships to sacrifice the fender stake, and the fender stake has broken also and can reconstruct, and it is also comparatively serious that the bridge pier boats and ships break just very difficult its consequence of repairing.
Also can use a fender stake separately, be used to protect small boat and bridge pier to use.
Claims (6)
1, a kind of fender stake, it is characterized in that by rotating fender (4) and packing ring (6) more than one and one are installed in stake (1), at the foot of stake (1) locating ring (8) being installed forms, described fender stake connects into whole stake battle array with connector between each, is installed in along on the forward and backward position of direction along ng a path bridge pier (15).
2, fender stake according to claim 1 is characterized in that also being connected with inside and outside lining (2), (5) between described stake (1) and fender (4), and inside and outside lining (2), (5) connect into rotating integral body with bolt, nut (3) and fender (4).
3, fender stake according to claim 1, it is characterized in that three identical or different fender stake (9), (10), (11), being tubing (13) with connector between fender stake (9), (10), between fender stake (9), (11), is that band steel or flat tube (14) connect into leg-of-mutton stake battle array with connector between fender stake (11), (10).
4, fender stake according to claim 1, it is characterized in that four identical or different fender stake (9), (10), (11), (12), between fender stake (9), (10), between fender stake (9), (11), use described tubing (13) to connect respectively between fender stake (9), (12), connect into described band steel (14) between fender stake (10), (11) and lift one's head leg-of-mutton stake gust.
5, fender stake according to claim 1 is characterized in that constituting leg-of-mutton stake battle array by 5 or seven or nine identical fender stakes.
6, fender stake according to claim 1 is characterized in that by land or eight or pick up the identical fender stake of root and constitute into lifting one's head triangle stake battle array.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN200610155224A CN1974932B (en) | 2006-12-14 | 2006-12-14 | Anti-impacting bearing pile for bridge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200610155224A CN1974932B (en) | 2006-12-14 | 2006-12-14 | Anti-impacting bearing pile for bridge |
Publications (2)
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CN1974932A true CN1974932A (en) | 2007-06-06 |
CN1974932B CN1974932B (en) | 2010-05-19 |
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Family Applications (1)
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CN200610155224A Expired - Fee Related CN1974932B (en) | 2006-12-14 | 2006-12-14 | Anti-impacting bearing pile for bridge |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101962942A (en) * | 2010-10-22 | 2011-02-02 | 长沙理工大学 | Anti-collision device for bridge pier |
CN102041774A (en) * | 2011-01-21 | 2011-05-04 | 长沙理工大学 | Energy-absorbing guide anti-collision device for pier |
CN101718080B (en) * | 2009-11-10 | 2011-07-06 | 中铁大桥勘测设计院有限公司 | Composite material bridge anti-collision device |
CN101245585B (en) * | 2007-06-14 | 2011-10-12 | 黄金伦 | Protection fence for rolling wheel rubber belt |
CN106192820A (en) * | 2016-08-30 | 2016-12-07 | 冯仓武 | Pier anticollision module |
CN109322299A (en) * | 2018-11-16 | 2019-02-12 | 江苏博泓新材料科技有限公司 | A kind of rotary type composite material pile |
CN110374058A (en) * | 2019-08-09 | 2019-10-25 | 江苏博泓新材料科技有限公司 | A kind of bumper piles composition |
CN112301878A (en) * | 2020-12-02 | 2021-02-02 | 中交第二航务工程局有限公司 | Bridge pier foundation bidirectional local scouring protection and anti-collision device based on sea-crossing bridge |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106438223A (en) * | 2016-11-07 | 2017-02-22 | 大连理工大学 | Hole-opened spherical shell-shaped ship collision prevention device of offshore wind turbine |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2223306Y (en) * | 1995-01-03 | 1996-03-27 | 谢钧谟 | Anticollision screen |
JP2000248531A (en) * | 1999-02-26 | 2000-09-12 | Akihiro Kiyono | Shock absorbing ring |
CN2697148Y (en) * | 2004-04-05 | 2005-05-04 | 肖波 | Automatic positioning direction-guiding float pier collision proof device |
CN1740449A (en) * | 2005-09-22 | 2006-03-01 | 上海交通大学 | Protector to avoid collision between ship and pier |
-
2006
- 2006-12-14 CN CN200610155224A patent/CN1974932B/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101245585B (en) * | 2007-06-14 | 2011-10-12 | 黄金伦 | Protection fence for rolling wheel rubber belt |
CN101718080B (en) * | 2009-11-10 | 2011-07-06 | 中铁大桥勘测设计院有限公司 | Composite material bridge anti-collision device |
CN101962942A (en) * | 2010-10-22 | 2011-02-02 | 长沙理工大学 | Anti-collision device for bridge pier |
CN102041774A (en) * | 2011-01-21 | 2011-05-04 | 长沙理工大学 | Energy-absorbing guide anti-collision device for pier |
CN106192820A (en) * | 2016-08-30 | 2016-12-07 | 冯仓武 | Pier anticollision module |
CN109322299A (en) * | 2018-11-16 | 2019-02-12 | 江苏博泓新材料科技有限公司 | A kind of rotary type composite material pile |
CN110374058A (en) * | 2019-08-09 | 2019-10-25 | 江苏博泓新材料科技有限公司 | A kind of bumper piles composition |
CN112301878A (en) * | 2020-12-02 | 2021-02-02 | 中交第二航务工程局有限公司 | Bridge pier foundation bidirectional local scouring protection and anti-collision device based on sea-crossing bridge |
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Granted publication date: 20100519 Termination date: 20121214 |