CN1974932B

CN1974932B - Anti-impacting bearing pile for bridge

Info

Publication number: CN1974932B
Application number: CN200610155224A
Authority: CN
Inventors: 赵颖寅; 赵志平
Original assignee: Individual
Current assignee: Individual
Priority date: 2006-12-14
Filing date: 2006-12-14
Publication date: 2010-05-19
Anticipated expiration: 2026-12-14
Also published as: CN1974932A

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 morethan 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

The anti-impacting bearing pile for bridge battle array

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 battle array 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 battle array 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 anti-impacting bearing pile for bridge battle array, by one or more rotating fender and packing rings are installed in 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 installed 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 nut, bolt 3.

Stake 1 has been made in water when bridge construction for pile tube, or construction can again behind bridge construction.

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 through nut, bolt 7 that metal that surface anticorrosive is handled or plastic cement are made into be fixed on constitute in the stake 1 before fender stake 9, left fender stake 10, right fender stake 11, fender stake 12 ... 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 preceding fender stakes 9, left fender stake 10, right fender stake 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, before 11 of fender stake 9,10 of left fender stakes and preceding fender stake 9, right fender stakes respectively with the tubing 13 formation guardrail that links into an integrated entity, 11 of left fender stakes 10, right fender stake 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 the preceding fender stake 9 of rounded projections arranged, left fender stake 10, preceding fender stake 9,11 of right fender stakes, 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 four identical preceding fender stakes 9, left fender stake 10, right fender stake 11, fender stake 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, 11 of left fender stakes 10, right fender stake link into an integrated entity with band steel or flat tube 14 with 11 of preceding fender stake 9,10 of left fender stakes and fender stake 12, preceding fender stake 9, right fender stakes.

In like manner can increase fender stake quantity as required between preceding fender stake 9, left fender stake 10 or preceding fender stake 9, right fender stake 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 when ship hits to bridge pier, at first touch fender stake 12 or preceding fender stake 9, at this moment the fender 4 that the is 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 preceding fender stake 9 is also held and be can't stand, can the left fender stake 10 of back, 11 two stakes of right fender stake be born by guardrail, and at this moment boats and ships can not run into bridge pier 15 yet and only run into the fender stake.

If the impact of boats and ships is bigger, all knock and swing to preceding fender stake 9, left fender stake 10,11 3 stakes of right fender stake down the bridge pier direction, the flat tube 14 between two also hits curvedly simultaneously, and makes each 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

1. anti-impacting bearing pile for bridge battle array, it is characterized in that by one or more rotating fenders (4) and packing ring (6) 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. anti-impacting bearing pile for bridge battle array according to claim 1, it 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 nut, bolt (3) and fender (4).

3. anti-impacting bearing pile for bridge battle array according to claim 1, it is characterized in that described fender stake battle array has three identical or different fender stakes, fender stake (9) before being respectively, left fender stake (10) and right fender stake (11), before between fender stake (9) and left fender stake (10), between preceding fender stake (9) and right fender stake (11) usefulness tubing (13) as connector, is connected as connector with band steel or flat tube (14) between right fender stake (11) and left fender stake (10), forms leg-of-mutton gust.

4. anti-impacting bearing pile for bridge battle array according to claim 1, it is characterized in that described fender stake battle array has four identical or different fender stakes, fender stake (9) before being respectively, left fender stake (10), right fender stake (11) and fender stake (12), before between fender stake (9) and left fender stake (10), between preceding fender stake (9) and right fender stake (11), use tubing (13) to be connected respectively between preceding fender stake (9) and fender stake (12), is connected with band steel (14) between left side fender stake (10) and right fender stake (11), formation is lifted one's head leg-of-mutton gust.

5. anti-impacting bearing pile for bridge battle array 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. anti-impacting bearing pile for bridge battle array according to claim 1 is characterized in that by land or eight or pick up the identical fender stake of root and constitute and lift one's head triangle stake battle array.