CN104727279B - Composite material floating type net-shaped interception system and construction method - Google Patents
Composite material floating type net-shaped interception system and construction method Download PDFInfo
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- CN104727279B CN104727279B CN201510152956.8A CN201510152956A CN104727279B CN 104727279 B CN104727279 B CN 104727279B CN 201510152956 A CN201510152956 A CN 201510152956A CN 104727279 B CN104727279 B CN 104727279B
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- 238000007667 floating Methods 0.000 title claims abstract description 44
- 239000002131 composite material Substances 0.000 title claims abstract description 36
- 238000010276 construction Methods 0.000 title claims abstract description 7
- 230000003139 buffering effect Effects 0.000 claims abstract description 27
- 239000000835 fiber Substances 0.000 claims abstract description 20
- 229920005989 resin Polymers 0.000 claims abstract description 13
- 239000011347 resin Substances 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims description 27
- 239000004744 fabric Substances 0.000 claims description 24
- 238000005265 energy consumption Methods 0.000 claims description 23
- 239000004677 Nylon Substances 0.000 claims description 15
- 229920001778 nylon Polymers 0.000 claims description 15
- 239000004699 Ultra-high molecular weight polyethylene Substances 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 9
- 229920000785 ultra high molecular weight polyethylene Polymers 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000011521 glass Substances 0.000 claims description 6
- 239000002356 single layer Substances 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 229920006305 unsaturated polyester Polymers 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 4
- 238000003756 stirring Methods 0.000 claims description 4
- 229920002748 Basalt fiber Polymers 0.000 claims description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 3
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 3
- 229920006387 Vinylite Polymers 0.000 claims description 3
- 125000003118 aryl group Chemical group 0.000 claims description 3
- 230000002457 bidirectional effect Effects 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 3
- 230000008676 import Effects 0.000 claims description 3
- 239000010410 layer Substances 0.000 claims description 3
- 238000012856 packing Methods 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 239000011496 polyurethane foam Substances 0.000 claims description 3
- 239000011178 precast concrete Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 230000006378 damage Effects 0.000 abstract description 3
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- 238000004519 manufacturing process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a composite material floating type net-shaped interception system and a construction method thereof.A main buoy, a side buoy, a secondary buoy and a small buoy are prepared by adopting fibers and resin through a vacuum leading-in one-step forming process, are linked through adjacent and connected cables, are fixed at the relative positions of the main buoy, the side buoy, the secondary buoy and the small buoy through anchors, and are fixed on a river bed, and a pair of floating type net-shaped interception systems are symmetrically arranged at two sides of a pier to intercept a ship or make the ship shift and turn, so that the floating type net-shaped interception systems are used as a first line for buffering and anti-collision. When the anti-collision device is used as a composite material floating body anti-collision device, if a small ship impacts a bridge tower, the floating body cross-section shell is made of elastic composite materials, so that the anti-collision device has high deformation capacity and can be self-recovered without damage after being compressed.
Description
Technical field
The present invention relates to a kind of anti-collision structure waterborne, being a kind of low cost utilizing composite to manufacture anticollision device, collision-prevention device elastic, corrosion-resistant, specifically the bridge anti-collision device of composite material avoiding boats and ships (floating ice) impact disaster is built in a kind of bridge pier suitable in all kinds of bridges and cushion cap etc., (ocean) waterborne.
Background technology
Vessel bump bridge accident is being constantly occurring all over the world always, and along with the fast development of transportation, the large bridge quantity crossing over navigation rivers, port district and straits is increasing; Meanwhile, on navigation channel, ships quantity is also continuously increased and tends to maximizing so that the contradiction between bridge and navigation boats and ships is increasingly prominent. The anti-ship of bridge hits problem and also obtains the great attention about the department such as shipping management, planning and designing just gradually. Carry out relevant research both at home and abroad, it is proposed that bridge collision theory, and have devised some bridge protective equipments. The basic goal of bridge-collision-avoidance is to prevent bridge from causing structural failure because ship impact force exceedes the design bearing capacity of bridge pier on the one hand, protects boats and ships as much as possible on the other hand simultaneously, loss is minimized by. The pattern of anti-collision facility is different, and its working mechanism is just different.
Hitting in design at the anti-ship of bridge, the safety of main channel and main navigable bridge opening has obtained enough attention, but several the vessel bump bridge accidents being positioned at non-navigation bridge pier occur recent domestic respectively, expose problem. The feature of non navigable span bridge pier is: bridge pier structure is thin, self resist ship, and to hit ability poor, once meet with ship collision, very easily causes bridge is all ruined and people dies tragedy and bad social influence. At present, the crashproof research being specifically designed for non-navigation bridge pier both at home and abroad is less, there is no comparatively effective and ripe thought and method. Through PRACTICE OF DESIGN for many years; main navigable pier anticollision technology has been developing progressively ripe; the technology of main flow is to adopt the flexible floating anti-collision ring being directly installed on bridge pier; owing to having taken into full account projected angle of impact, having hit power transfer; by consuming and shifting impact force; while bridge pier is protected so that boats and ships are without being subject to obvious destruction. Owing to non-navigation self drag of bridge pier is too little, direct avoiding collision is adopted not reach the purpose protecting non-navigation bridge pier, it is necessary to seek new Research Thinking. By the comprehensive analysis to domestic and international anti-collision technique with development, in conjunction with the own characteristic of non-navigation bridge pier, research and propose novel " interception " collision-proof scheme being suitable for non-navigation bridge pier.
The theoretical foundation of floating netted intercepting system is based upon boats and ships can bigger buffer displacement, and after boats and ships are stopped by the netted interception facility of guard system, its hawser under water and keg buoy can consume on the basis of Impact energy effectively. Netted interception facility swims on the water surface, can be transferred on anchor ingot by hawser by energy, and due to this feature, floating netted guard system can be arranged in the bridge location place that navigation channel is deeper. It is crashproof that the collision-proof scheme " blocked " belongs to indirect configuration class, has the mode such as floating block CAS, buoyancy aid mooring rope CAS, the advantage with " fighting against the enemy on the frontier ". But only the mode by directly " blocking " is unable to reach pier anticollision safety requirements: one is the buffer displacement that system consumption energy demand is very long, two is that huge easily the pressing through of boats and ships kinetic energy out of control is blocked rope or break through block, still there is after energy dissipating very big impact force, still that bridge pier is dangerous.
Summary of the invention
Present invention aims to the problem that existing Direct-type anti-collision structure cost is high, weatherability is poor, reparation difficulty is big, a kind of good weatherability of design, fully absorb Impact energy, avoid the netted intercepting system of composite floatation type and the construction method of ship from colliding bridge, as bridge-collision-avoidance facility.
The technical solution used in the present invention is: a kind of netted intercepting system of composite floatation type, including main buoy, side pontoon, secondary floating drum, keg buoy, cable, anchorage, ultra-high molecular weight polyethylene nylon cable, buffering energy-consumption material, buffering energy-consumption space lattice body, concrete inner core and spar hull;
Described main buoy is connected with two side pontoons respectively by two cables, described cable is arranged at intervals with multiple floating drums, being provided with multiple keg buoy on cable continuously, it is netted that described main buoy, side pontoon, secondary floating drum, keg buoy and cable collectively constitute an interception;
Described main buoy, side pontoon, secondary floating drum and keg buoy are composite and make, including spar hull and concrete inner core, described spar hull is the solid housing that composite faces is constituted or the sandwich shell constituted with Sandwich materials for the internal composite faces being filled with sandwich material, and described sandwich material includes buffering energy-consumption space lattice body and buffering Energy dissipating material;
Described main buoy and side pontoon connect anchor ingot respectively through ultra-high molecular weight polyethylene nylon cable, and are fixed on riverbed;
Described main buoy adopts two anchorages layout that fixing, two side pontoons are respectively fixed side by side by an anchorage drawknot, or main buoy and side pontoon are respectively adopted the layout that three anchorage parallel connections are fixing, or main buoy and side pontoon are respectively adopted three fixing layouts of anchorage series connection;
Described netted intercepting system is arranged in dead ahead and the dead astern of protected bridge pier.
As preferably, described buffering energy-consumption space lattice body is that monolayer is unidirectional, single-layer bidirectional, multilamellar are unidirectional or multi-layer and multi-directional is arranged in spar hull and constitutes by fiber web, and buffering energy-consumption material is between fiber web and/or between fiber web and the inwall of spar hull.
As preferably, described buffering energy-consumption material is polyurethane foam, the combination of a kind of in friction particles packing material or two kinds.
As preferably, the one that described spar hull and buffering energy-consumption space lattice body are in glass fabric, carbon cloth, basalt fiber cloth, aryl fiber cloth forms with resin solidification, glass fabric is the biaxially one in cloth, multiaxial fabric, grid cloth or fiber felt, and resin is the one in unsaturated polyester (UP), vinylite, epoxy resin or inorganic resin.
As preferably, described cable is the one of steel wire rope, anchor chain, nylon rope.
As preferably, described anchorage is the one of anchor, concrete anchorage.
The construction method of the above-mentioned netted intercepting system of composite floatation type, fiber is adopted to be prepared by vacuum importing one-shot forming technique with resin main buoy, side pontoon, secondary floating drum, keg buoy, linked by cable that is adjacent and that be connected, determine its relative position with ultra-high molecular weight polyethylene nylon cable by anchorage again and be fixed on riverbed, a pair netted intercepting system of floatation type is arranged in bridge pier lateral symmetry, realize intercepting boats and ships or making it stir to turn to, as cushion bumper the first line of defence; Described idiographic flow is as follows:
A. prepare a set of large-scale steel structure or fiber reinforced plastic mold, mould is reserved the groove at good component two ends and corresponding hole;
B. prepare a set of preburied component, put more energy into built-in fitting including installing the built-in fitting of cable, inside;
C. adopt vacuum to import one-shot forming technique, prepare single floating drum unit;
D. precast concrete anchorage, scene sinks down into appointment position;
E. buoy component component is transported to scene, on the coast or shoal area assembled in advance, secondary floating drum and keg buoy cable have been connected in advance; Main buoy is connected with the anchorage sinking down into fixed position with side pontoon nylon cable; The network structure the Shipping meanwhile secondary floating drum previously connected with cable, keg buoy formed is to installation site; Last just string has the cable of secondary floating drum and keg buoy to be installed on main buoy and side pontoon, is spliced into a netted intercepting system of composite complete, can be certainly floating.
The mentality of designing of the present invention is main in line with energy dissipating, stirs the mentality of designing turned to, and arranges the broken line type blocking apparatus of certain angle at non-navigation bridge upstream certain distance. Operation principle is: the netted intercepting system of floatation type is fixed by anchor ingot; intercepting system is made up of main buoy, side pontoon, secondary floating drum and keg buoy; and it is composite; cable drawknot is adopted to become to intercept netted therebetween, when boats and ships proceed to intercepting system place, hawser energy tensioning rapidly; alleviate its speed of navigating; dial disembarkation head direction, change route of navigating, thus reaching the purpose of protection bridge pier. Being in that with the interception facility difference of Direct-type, boats and ships will not stop being blocked, but fore is rearwardly offset from previous travel direction by switch side, according to conservation of energy principle, the requirement that manufactures and designs of crashproof setting is compared Direct-type blocking apparatus and to be greatly reduced.
Beneficial effect: 1, the present invention is as composite buoyancy aid anticollision device, collision-prevention device in use, if spitkit to bridge tower clash into because buoyancy aid cross-sectional outer is elastic composite, there is bigger deformability, self-recoverage after compressing and do not destroy.
2, the buffering energy-consumption material that the floating drum inner tight of the present invention is filled, buffering energy-consumption ability is strong, and can consume portion of energy by Energy dissipating material extruding and space lattice flexing.
3, the tubular composite intercepting system of the present invention has from features such as buoyancy, resiliency, elastic modelling quantity are low, therefore can along with torrent fluctuation automatic lifting, it is possible to effectively protection boats and ships are unlikely to Local Damaged.
4, the member dead weight of the present invention is light, and it is convenient to install, and each independent unit can be combined arranging by the arrangement that the present invention illustrates, and individual unit damages to be changed conveniently.
5, the water float bowl structure of the present invention, the materials such as the fibre reinforced composites that employing strong corrosion resistant, mechanical characteristic are superior are made, there is good anti-marquis's property and shock resistance is destructive, it is possible to reduce maintenance cost, can anti-ultraviolet, antifreeze, resistant to sea water chemical agent oil stain etc. corrode.
6, present configuration is simple, and low cost of manufacture is convenient for installation and maintenance.
Accompanying drawing explanation
Fig. 1 is the netted intercepting system floor map of floatation type of the present invention;
Fig. 2 is the netted intercepting system elevation of floatation type of the present invention;
Fig. 3 is the main buoy structural map of the present invention;
Fig. 4 is the side pontoon structural map of the present invention;
Fig. 5 is the secondary buoy structure figure of the present invention;
Fig. 6 is the keg buoy structural map of the present invention;
Fig. 7 is that the present invention adopts two anchorages to be arranged side by side fixing main buoy, and two side pontoons, respectively by the arrangement that an anchorage drawknot is fixing, protect non-navigation bridge overall floor plan;
Fig. 8 is that the present invention adopts main buoy and side pontoon to be respectively adopted the arrangement that three anchorage parallel connections are fixing;
Fig. 9 is the non-navigation bridge overall floor plan of protection adopting Fig. 8 scheme;
Figure 10 is that the present invention adopts main buoy and side pontoon to be respectively adopted three fixing arrangements of anchorage series connection;
Figure 11 is the non-navigation bridge overall floor plan of protection adopting Figure 10 scheme;
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
Embodiment 1
As shown in figs. 1-7, a kind of netted intercepting system of composite floatation type, including main buoy 1, side pontoon 2, secondary floating drum 3, keg buoy 4, cable 5, anchorage 6, ultra-high molecular weight polyethylene nylon cable 7, buffering energy-consumption material 8, buffering energy-consumption space lattice body 9, concrete inner core 10 and spar hull 13;
Described main buoy 1 is connected with two side pontoons 2 respectively by two cables 5, described cable 5 is arranged at intervals with multiple floating drums 3, being provided with multiple keg buoy 4 on cable 5 continuously, it is netted that described main buoy 1, side pontoon 2, secondary floating drum 3, keg buoy 4 and cable 5 collectively constitute an interception;
Described main buoy 1, side pontoon 2, secondary floating drum 3 and keg buoy 4 are composite and make, including spar hull 13 and concrete inner core 10, solid housing that described spar hull 13 is constituted for composite faces or be filled with the sandwich shell that the composite faces of sandwich material is constituted with Sandwich materials for inside, described sandwich material includes buffering energy-consumption space lattice body 9 and buffering Energy dissipating material 8;
Described main buoy 1 and side pontoon 2 connect anchor ingot 6 respectively through ultra-high molecular weight polyethylene nylon cable 7, and are fixed on riverbed;
Described main buoy 1 adopts two anchorages 6 fixing, two each layouts fixing by anchorage 6 drawknot of side pontoon 2 side by side;
Described netted intercepting system is arranged in dead ahead and the dead astern of protected bridge pier.
Described buffering energy-consumption space lattice body 9 is that monolayer is unidirectional, single-layer bidirectional, multilamellar are unidirectional or multi-layer and multi-directional is arranged in spar hull 13 and constitutes by fiber web, and buffering energy-consumption material 8 is between fiber web and/or between the inwall of fiber web and spar hull 13. Described buffering energy-consumption material 8 is polyurethane foam 11, the combination of a kind of in friction particles packing material 12 or two kinds. The one that described spar hull 13 and buffering energy-consumption space lattice body 9 are in glass fabric, carbon cloth, basalt fiber cloth, aryl fiber cloth forms with resin solidification, glass fabric is the biaxially one in cloth, multiaxial fabric, grid cloth or fiber felt, and resin is the one in unsaturated polyester (UP), vinylite, epoxy resin or inorganic resin. Described cable 5 is the one of steel wire rope, anchor chain, nylon rope. Described anchorage 6 is the one of anchor, concrete anchorage.
The construction method of the above-mentioned netted intercepting system of composite floatation type, fiber is adopted to be prepared by vacuum importing one-shot forming technique with resin main buoy, side pontoon, secondary floating drum, keg buoy, linked by cable that is adjacent and that be connected, determine its relative position with ultra-high molecular weight polyethylene nylon cable by anchorage again and be fixed on riverbed, a pair netted intercepting system of floatation type is arranged in bridge pier lateral symmetry, realize intercepting boats and ships or making it stir to turn to, as cushion bumper the first line of defence; Described idiographic flow is as follows:
A. prepare a set of large-scale steel structure or fiber reinforced plastic mold, mould is reserved the groove at good component two ends and corresponding hole;
B. prepare a set of preburied component, put more energy into built-in fitting including installing the built-in fitting of cable, inside;
C. adopt vacuum to import one-shot forming technique, prepare single floating drum unit;
D. precast concrete anchorage, scene sinks down into appointment position;
E. buoy component component is transported to scene, on the coast or shoal area assembled in advance, secondary floating drum and keg buoy cable have been connected in advance; Main buoy is connected with the anchorage sinking down into fixed position with side pontoon nylon cable; The network structure the Shipping meanwhile secondary floating drum previously connected with cable, keg buoy formed is to installation site; Last just string has the cable of secondary floating drum and keg buoy to be installed on main buoy and side pontoon, is spliced into a netted intercepting system of composite complete, can be certainly floating.
Described each floating drum unit can also adopt winding process or hands to stick with paste technique manufacture.
Embodiment 2
As shown in FIG. 8 and 9, this embodiment is substantially the same manner as Example 1, and it is distinctive in that the arrangement of anchorage, described main buoy 1 and side pontoon 2 are respectively adopted three anchorages 6 fixing layout in parallel.
Embodiment 3
As shown in FIG. 10 and 11, this embodiment is substantially the same manner as Example 1, and it is distinctive in that the arrangement of anchorage,
Described main buoy 1 and side pontoon 2 are respectively adopted three fixing layouts of anchorage 6 series connection.
It should be pointed out that, for those skilled in the art, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these improvements and modifications also should be regarded as protection scope of the present invention. The all available prior art of each ingredient not clear and definite in the present embodiment is realized.
Claims (7)
1. the netted intercepting system of composite floatation type, it is characterised in that: include main buoy, side pontoon, secondary floating drum, keg buoy, cable, anchorage, ultra-high molecular weight polyethylene nylon cable, buffering energy-consumption material, buffering energy-consumption space lattice body, concrete inner core and spar hull;
Described main buoy is connected with two side pontoons respectively by two cables, described cable is arranged at intervals with multiple floating drums, being provided with multiple keg buoy on cable continuously, it is netted that described main buoy, side pontoon, secondary floating drum, keg buoy and cable collectively constitute an interception;
Described main buoy, side pontoon, secondary floating drum and keg buoy are composite and make, including spar hull and concrete inner core, described spar hull is the solid housing that composite faces is constituted or the sandwich shell constituted with Sandwich materials for the internal composite faces being filled with sandwich material, and described sandwich material includes buffering energy-consumption space lattice body and buffering Energy dissipating material;
Described main buoy and side pontoon connect anchorage respectively through ultra-high molecular weight polyethylene nylon cable, and are fixed on riverbed;
Described main buoy adopts two anchorages layout that fixing, two side pontoons are respectively fixed side by side by an anchorage drawknot, or main buoy and side pontoon are respectively adopted the layout that three anchorage parallel connections are fixing, or main buoy and side pontoon are respectively adopted three fixing layouts of anchorage series connection;
Described netted intercepting system is arranged in dead ahead and the dead astern of protected bridge pier.
2. a kind of netted intercepting system of composite floatation type according to claim 1, it is characterized in that: described buffering energy-consumption space lattice body is that monolayer is unidirectional, single-layer bidirectional, multilamellar are unidirectional or multi-layer and multi-directional is arranged in spar hull and constitutes by fiber web, and buffering energy-consumption material is between fiber web and/or between fiber web and the inwall of spar hull.
3. a kind of netted intercepting system of composite floatation type according to claim 1, it is characterised in that: described buffering energy-consumption material is the combination of a kind of in polyurethane foam, friction particles packing material or two kinds.
4. a kind of netted intercepting system of composite floatation type according to claim 1, it is characterized in that: the one that described spar hull and buffering energy-consumption space lattice body are in glass fabric, carbon cloth, basalt fiber cloth, aryl fiber cloth forms with resin solidification, glass fabric is the biaxially one in cloth, multiaxial fabric, grid cloth or fiber felt, and resin is the one in unsaturated polyester (UP), vinylite, epoxy resin or inorganic resin.
5. a kind of netted intercepting system of composite floatation type according to claim 1, it is characterised in that: described cable is the one in steel wire rope, anchor chain, nylon rope.
6. a kind of netted intercepting system of composite floatation type according to claim 1, it is characterised in that: described anchorage is the one in anchor, concrete anchorage.
7. the construction method of the netted intercepting system of composite floatation type described in a claim 1, it is characterized in that: adopt fiber to be prepared by vacuum importing one-shot forming technique with resin main buoy, side pontoon, secondary floating drum, keg buoy, linked by cable that is adjacent and that be connected, determine its relative position with ultra-high molecular weight polyethylene nylon cable by anchorage again and be fixed on riverbed, a pair netted intercepting system of floatation type is arranged in bridge pier lateral symmetry, realize intercepting boats and ships or making it stir to turn to, as cushion bumper the first line of defence; Idiographic flow is as follows:
A. prepare a set of large-scale steel structure or fiber reinforced plastic mold, mould is reserved the groove at good component two ends and corresponding hole;
B. prepare a set of preburied component, put more energy into built-in fitting including installing the built-in fitting of cable, inside;
C. adopt vacuum to import one-shot forming technique, prepare single floating drum unit;
D. precast concrete anchorage, scene sinks down into appointment position;
E. buoy component is transported to scene, on the coast or shoal area assembled in advance, secondary floating drum and keg buoy cable have been connected in advance; Main buoy is connected with the anchorage sinking down into fixed position with side pontoon nylon cable; The network structure the Shipping meanwhile secondary floating drum previously connected with cable, keg buoy formed is to installation site; Finally there is the cable of secondary floating drum and keg buoy to be installed on main buoy and side pontoon string, be spliced into a netted intercepting system of composite complete, can be certainly floating.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510152956.8A CN104727279B (en) | 2015-04-01 | 2015-04-01 | Composite material floating type net-shaped interception system and construction method |
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| CN201510152956.8A CN104727279B (en) | 2015-04-01 | 2015-04-01 | Composite material floating type net-shaped interception system and construction method |
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| CN104727279B true CN104727279B (en) | 2016-06-15 |
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| CN105064284B (en) * | 2015-07-15 | 2017-03-22 | 武汉理工大学 | Pier anti-collision protective device with tension legs and buoyancy tanks |
| DE102017200535A1 (en) * | 2016-01-20 | 2017-07-20 | Adient Luxembourg Holding S.à.r.l. | Method for producing a component |
| CN105696524B (en) * | 2016-01-22 | 2017-08-25 | 宁波大学 | A kind of ship method for arresting of high frictional resistance |
| CN107021192B (en) * | 2017-06-02 | 2023-05-16 | 青岛鲁航气囊护舷有限公司 | Safety protection pontoon |
| CN112281753A (en) * | 2020-11-30 | 2021-01-29 | 武汉理工大学 | Ship flexible interception anti-collision system based on damper |
| CN113957858B (en) * | 2021-10-15 | 2023-08-01 | 巢湖市银环航标有限公司 | Constant resistance mechanism for bridge anti-collision interception system and anchor thereof |
| CN114771736B (en) * | 2022-04-01 | 2023-08-04 | 巢湖市银环航标有限公司 | Self-adaptive bridge anti-collision buoy interception device |
| CN114960557B (en) * | 2022-06-14 | 2024-04-26 | 重庆交通大学 | Composite cylinder floating type ship collision preventing device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3420048B2 (en) * | 1997-12-02 | 2003-06-23 | 株式会社モルテン | Mooring equipment |
| CN2895522Y (en) * | 2006-04-03 | 2007-05-02 | 中交第一航务工程勘察设计院有限公司 | Anti-collision inteception facility |
| CN103147425A (en) * | 2013-03-25 | 2013-06-12 | 吴广怀 | Overhead dragging and energy dissipating type ship arresting system supported by floating foundation |
| CN203701041U (en) * | 2014-01-08 | 2014-07-09 | 江苏省灌溉总渠管理处 | Rear-mounted ship intercepting device |
| CN203904926U (en) * | 2014-05-30 | 2014-10-29 | 江苏博泓新材料科技有限公司 | Anti-collision body for pier |
| CN204510153U (en) * | 2015-04-01 | 2015-07-29 | 南京工业大学 | Composite material floating type net-shaped interception system |
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2015
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