CN203924001U - The anti-ship collision device of steel-concrete combined bridge and anti-ship hit bridge - Google Patents
The anti-ship collision device of steel-concrete combined bridge and anti-ship hit bridge Download PDFInfo
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- CN203924001U CN203924001U CN201420261810.8U CN201420261810U CN203924001U CN 203924001 U CN203924001 U CN 203924001U CN 201420261810 U CN201420261810 U CN 201420261810U CN 203924001 U CN203924001 U CN 203924001U
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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
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Abstract
The utility model discloses the anti-ship collision device of a kind of steel-concrete combined bridge and anti-ship and hit bridge, anti-ship collision device comprise with bridge pier or the affixed dissipative member of cushion cap and and Force transmission parts, dissipative member is set to a gridiron structure, and is mainly that the progression compression of hitting direction by meeting ship realizes power consumption; Force transmission parts comprises that one is fixed in the ultra-high performance concrete panel in dissipative member outside, and its plane bearing of trend is substantially vertical with the progression compression direction of gridiron structure.It is on bridge pier or cushion cap, to be connected with anti-ship collision device of the present utility model that anti-ship of the present utility model hits bridge, and multiple anti-ship collision device compartments divide and are located at bridge pier or cushion cap around, or is coated on continuously bridge pier or cushion cap around; Each anti-ship collision device is to be fixed on bridge pier or cushion cap by the mode of encorbelmenting.Anti-ship collision device Path of Force Transfer of the present utility model is clear and definite, power consumption mode stable, energy efficiency are high, good corrosion resistance, safe and easy construction.
Description
Technical field
The utility model relates to the anti-ship collision device of a kind of bridge, particularly a kind of device that utilizes steel-concrete fabricated structure to carry out anti-ship from colliding bridge.
Background technology
In the time of the bridge of design navigable waters, must consider that ship hits problem.Otherwise, may cause bridge construction to occur to destroy and even collapse, cause huge economic loss, casualties and very negative social influence.Nineteen sixty to 2007 year, has 34 important bridge to collapse because ship hits in the world, has caused 346 people's death.In the time that ship hits the impact resistance that power demand is greater than bridge construction, necessary anticollision device, collision-prevention device need to be set and reduce bridge ship and crash through bad risk.
At present, according to Anticollision Measures and bridge construction arrangement relation spatially, can be divided into two large classes: the free-standing anti-collision structure that (1) separates with protected bridge construction, as pile formula anti-collision structure etc.; (2) the attaching anti-collision structure being connected with bridge construction, as the fender guard system of steel work composition etc.Compare other Anticollision Measures, steel work fender form Anticollision Measures relies on the advantages such as its good economy and easy construction, strong adaptability, in China's deep-water bridge (as the Soviet Union in recent years building logical bridge, Jintang Bridge and Changjiang River Bridge Shanghai etc.) crashproof, is used widely.
The box-structure that steel work fender is normally made up of the steel plates such as vertical outside plate, vertical stiffening rib, horizontal stiffening rib or shaped steel, by press-bending, flexing and the fracture of the steel member boats and ships kinetic energy that dissipates.But the steel work Anticollision Measures of this quasi-tradition has the following disadvantages: (1), owing to adopting steel sheet as panel, the lower steel facing of the ship effect of hitting destroys too early, makes the member of participation power consumption very limited, and energy efficiency is low; (2) the isotropic checkerwork cell form of the many employings of inner dissipative member, mostly there is isotropic rigidity, vertical and level is little to stiffness difference, it is uncertain, uncontrollable that this makes ship hit lower structural damage pattern, the energy dissipation capacity of estimating and forecasting structure exactly; (3) steel facing is perishable, will progressively reduce at bridge total life cycle impact resistance, becomes vulnerable components the most, further worsens the energy dissipation capacity of anti-collision structure; (4), when inflammable ship collision, the contact of directly steel-steel may cause fire or blast.For the weak problem of steel work fender panel, existing solution thinking is: make the main transverse stiffener of anti-collision structure outer panels with thin-wall circular steel pipe, to improve the integral rigidity of outside plate.This solution thinking can increase the rigidity of outer steel plate to a certain extent by complicated structure, but can not fundamentally solve the problem of conventional steel structure fender (as still adopted steel work outside plate, after corrosion, rigidity will reduce etc. significantly), and make manufacture craft more complicated.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies in the prior art, provide that a kind of Path of Force Transfer is clear and definite, power consumption mode stable, energy efficiency are high, good corrosion resistance, the anti-ship collision device of each component performance requirement steel-concrete combined bridge clear and definite, safe, easy construction, the also corresponding bridge providing with the anti-ship collision device of steel-concrete combined bridge.
For solving the problems of the technologies described above, the technical scheme the utility model proposes is the anti-ship collision device of a kind of steel-concrete combined bridge, described anti-ship collision device comprises and bridge pier or the affixed dissipative member of bridge bearing platform and the Force transmission parts affixed with dissipative member, described dissipative member is set to a gridiron structure being mainly combined into by steel plate splicing, and this gridiron structure is mainly that the progression compression of hitting direction by meeting ship realizes power consumption; Described Force transmission parts comprises that one is fixed in the ultra-high performance concrete panel in dissipative member outside, and the plane bearing of trend of described ultra-high performance concrete panel is substantially vertical with the progression compression direction of described gridiron structure.
The anti-ship of bridge now hits research still in the more elementary stage, and a lot of technical problems are all new problems for us, as the reasonable failure mode of anticollision device, collision-prevention device, power consumption method of estimation etc.Due to deficiency and limitation to these technical problem understanding, the anti-ship collision device of design was not often distinguished dissipative member and Force transmission parts in the past, generally whole anti-ship collision device was all considered as to dissipative member.Although the anti-ship collision device of the part of existing proposition also has the form of structure of employing " inner panel+sandwich buffering energy-consumption member+outside plate ", but researcher does not orientate outside plate as the functor with transmission and diffusion, due to the deficiency of this function cognition, make to rarely have scholar to go to consider and design from the material aspect of outside plate, this also makes existing anti-ship collision device is nearly all to adopt conventional steel or ordinary concrete material (the even worse material of other mechanical properties) to make.But, we are through research repeatedly and be bold in innovation and attempt, and first the different piece of anti-ship collision device are carried out to function zoning, are divided into dissipative member and Force transmission parts, for the functional component of different parts, we select again different materials to make targetedly especially.Ultra-high performance concrete is the material rising in civil engineering in recent years, has excellent mechanical property.But in prior art, rarely have research that ultra-high performance concrete is applied to crashproof field, the excellent properties that we show in impact test according to ultra-high performance concrete by it creatively for anti-collision structure, especially set it as the Force transmission parts that anti-ship hits structure, make it give full play to the shock resistance of ultra-high performance concrete.Further, the ultra-high performance concrete panel that we select crashworthiness excellence is as Force transmission parts time, the gridiron structure steel plate that employing pressurized has steady-state deformation pattern is as dissipative member, the anti-ship collision device of a kind of like this steel-concrete combined structure form, power consumption-power transmission combination function form has been proposed, realize whereby the technical breakthrough of anti-ship collision device in this area, this innovation is attempted being expected to inspire the huge potentiality of ultra-high performance concrete in the application of anti-ship collision device field, has wide commercial application prospect.
In the anti-ship collision device of above-mentioned steel-concrete combined bridge, preferred, the gridiron structure of described dissipative member is mainly by combined and spliced the forming of multiple X-shaped steel plates.Preferred, described X-shaped steel plate is mainly that in bending place, docking forms by two blocks of pre-bending steel plates (or setback steel plate), between two blocks of pre-bending steel plates, can weld, and also can connect by bolt; Be positioned at the outermost pre-bending steel plate of dissipative member and be connected with described Force transmission parts, and the opening of outermost pre-bending steel plate hits direction towards meeting ship.
In the anti-ship collision device of above-mentioned steel-concrete combined bridge, preferably, described dissipative member hits the intersection of adjacent two X-shaped steel plates and the intersection of outermost X-shaped steel plate and described Force transmission parts of direction meeting ship, be provided with vertical steel plate, and this vertical steel plate and described ultra-high performance concrete panel are arranged in parallel, described dissipative member inside does not arrange with horizontal direction parallel or connects subparallel horizontal steel plate; Be connected with described ultra-high performance concrete panel by shear connector (or shearing resistance structure) with the vertical steel plate that Force transmission parts intersection arranges at outermost X-shaped steel plate; Described shearing resistance structure is preferably concavo-convex slot type bonding surface, and described shear connector is preferably peg or PBL shear connector.The vertical steel plate arranging at adjacent two X-shaped steel plate intersections can pass through securing member (for example bolt) and be connected with X-shaped steel plate, also can weld, but preferred bolt connects.Because anti-ship collision device mainly bears punching press, shearing is generally less, therefore also bolt can be connected in to shear connector (or shearing resistance structure) merging and process.
In the anti-ship collision device of above-mentioned steel-concrete combined bridge; preferably; described anti-ship collision device adopts the method for designing of capacity protection to prepare, and makes it hit under effect and destroy prior to described ultra-high performance concrete panel at ship by adjusting the compressive strength of (pre-bending) X-shaped steel plate in dissipative member.
In the anti-ship collision device of above-mentioned steel-concrete combined bridge, preferred, described ultra-high performance concrete panel refers to that ultra-high performance concrete builds the panel forming.Ultra-high performance concrete in the utility model refer to there is superhigh intensity, the concrete of high ductility, high tenacity, high workability, good endurance and crashworthiness excellence, be particularly preferably RPC or very-high performance fibre reinforced concrete.Compare ordinary concrete, ultra-high performance concrete is the concrete material that shock resistance is more excellent.In described ultra-high performance concrete panel, preferred disposition has vertical reinforcement and horizontal reinforcement.Can further improve the impact resistance of force transferring structure by configuration vertical reinforcement and horizontal reinforcement.
As a total technical conceive, the utility model also provides a kind of anti-ship with the anti-ship collision device of steel-concrete combined bridge to hit bridge, hit on the bridge pier of bridge or bridge bearing platform and be connected with more than one above-mentioned anti-ship collision device of the present utility model at described anti-ship, multiple anti-ship collision devices is that compartment divides and is located at bridge pier or bridge bearing platform around, or is coated on continuously bridge pier or bridge bearing platform around; Each anti-ship collision device is to be fixed on bridge pier or bridge bearing platform by the mode of encorbelmenting.
The above-mentioned anti-ship with the anti-ship collision device of steel-concrete combined bridge hits in bridge, preferably, the top of described anti-ship collision device is provided with cross binding beam, and the inner side of described anti-ship collision device is provided with the inner concrete panel of separating bridge pier or bridge bearing platform and described dissipative member; Described cross binding beam is a semi girder, only play a supportive role, can be connected with inner concrete panel, dissipative member and the Force transmission parts of anti-ship collision device respectively by default hole, but preferred, described cross binding beam is connected with inner concrete panel, dissipative member and the Force transmission parts of anti-ship collision device respectively by sheathed multiple links on it; One end of described cross binding beam is constructed and is secured on bridge pier or bridge bearing platform by connection.
The above-mentioned anti-ship with the anti-ship collision device of steel-concrete combined bridge hits in bridge, preferred, the upper and lower of the gridiron structure of described dissipative member is connected with respectively upper plate and lower shoe, and the X-shaped steel plate in described gridiron structure can be connected with upper plate and lower shoe by weld seam; Described dissipative member is being met ship and is hitting the intersection of the adjacent two X-shaped steel plates of direction, X-shaped steel plate and the intersection of described inner concrete panel and the intersection of outermost X-shaped steel plate and described Force transmission parts of inner side, is provided with vertical steel plate (the vertically description of the connected mode of steel plate and adjacent members in seeing above); The link being connected with dissipative member on described cross binding beam is to be directly connected on vertical steel plate.
The above-mentioned anti-ship with the anti-ship collision device of steel-concrete combined bridge hits in bridge, preferably, compartment divides the anti-ship collision device of monolithic that is located at bridge pier or bridge bearing platform multiple anti-ship collision device around and forms by building jointing a coated bridge pier or bridge bearing platform.
The above-mentioned anti-ship with the anti-ship collision device of steel-concrete combined bridge hits in bridge, and the height (H) of anti-ship collision device can be by specifically determining after the collision situation that may occur bridge location water level, ship type characteristic analysis.
Compared with prior art, the utility model has the advantage of:
(1) the ultra-high performance concrete panel that the utility model adopts has the advantages such as the shock resistance of high strength, high tenacity and excellence, greatly improve anti-ship collision device outermost and met ship and hit the crashworthiness of panel, avoid the panel directly contacting with boats and ships to destroy too early, make internals as much as possible participate in power consumption, improved the energy efficiency of anti-ship collision device;
(2) the ultra-high performance concrete panel that the utility model adopts has excellent durability, can ensure the service behaviour of Anticollision Measures in bridge total life cycle, reduces the maintenance cost of total life cycle;
(3) the utility model adopts ultra-high performance concrete as panel, and when it has avoided inflammable ship collision, steel and steel direct contacts the fire or the blast that cause, the safety that has improved the anti-ship collision device of the utility model;
(4) in the preferred technical scheme of the utility model, adopt X-shaped steel plate as main dissipative member, in preferred scheme, this X-shaped steel plate is formed by two setback steel plate docking; Because dissipative member hits direction and adopts setback (pre-bending) to destroy guiding measure meeting ship, this makes ship hit lower X-shaped steel plate can stably there is progression formula press-bending destruction (instead of other inscrutable failure modes) in setback direction, thereby ensures the energy consumption effect of anti-ship collision device.In addition, owing to arranging, X-shaped steel plate hits direction to ship and conflicting model guides, and this makes us can be easy in designing and calculating and estimate exactly crashproof ability and the level of anti-ship collision device.
In sum, by the X-shaped steel plate of the good ultra-high performance concrete panel of crash-worthiness in the utility model and power consumption mode stable, the advantages such as the anti-ship collision device of steel-ultra-high performance concrete combined bridge of the present utility model has that Path of Force Transfer is clear and definite, power consumption mode stable, energy efficiency are high, good corrosion resistance, each component performance requirement are clear and definite, safe, easy construction, there is great use value and good economic benefit, have broad application prospects in the crashproof field of deep-water bridge.
Brief description of the drawings
Fig. 1 is the structural representation (vertical profile, has omitted cut-away section line) of the anti-ship collision device of steel-concrete combined bridge in the utility model embodiment 1.
Fig. 2 is the structural representation (plan view) of the anti-ship collision device of steel-concrete combined bridge in the utility model embodiment 1.
Fig. 3 is the structural representation (vertical profile, has omitted cut-away section line) of the anti-ship collision device of steel-concrete combined bridge in the utility model embodiment 2.
Fig. 4 is the structural representation (plan view) of the anti-ship collision device of steel-concrete combined bridge in the utility model embodiment 2.
Fig. 5 is the structural representation (vertical profile, has omitted cut-away section line) of the anti-ship collision device of steel-concrete combined bridge in the utility model embodiment 3.
Fig. 6 is the structural representation (plan view) of the anti-ship collision device of steel-concrete combined bridge in the utility model embodiment 3.
Marginal data
1, ultra-high performance concrete panel; 2, vertical reinforcement; 3, horizontal reinforcement; 4, shear connector; 5, X-shaped steel plate; 51, pre-bending steel plate; 6, vertical steel plate; 7, inner concrete panel; 8, cross binding beam; 9, upper plate; 10, lower shoe; 11, link; 12, connect structure; 13, pile foundation; 14, the anti-ship collision device of sections; 15, bridge pier; 16, bridge bearing platform.
Detailed description of the invention
For the ease of understanding the utility model, below in connection with Figure of description and preferred embodiment, the utility model is done more comprehensively, described meticulously, but protection domain of the present utility model is not limited to following specific embodiment.
It should be noted that, when a certain element is described to " fixing, affixed, connect or be connected " on another element time, it can be directly fixing, affixed, connect or be connected in mutually on another element, can be also by fixing, affixed, the connection or be connected in mutually on another element indirectly of other intermediate connectors.
Unless otherwise defined, all technical terms of hereinafter using are identical with the implication that those skilled in the art understand conventionally.Technical term used herein, just in order to describe the object of specific embodiment, is not to be intended to limit protection domain of the present utility model.
Unless otherwise specified, hereinafter any raw material used etc. all can be buied from market maybe and can prepare by known method.
Embodiment 1:
A kind of anti-ship with the anti-ship collision device of steel-concrete combined bridge as shown in Figure 1 and Figure 2 hits bridge, hit the bridge pier 15 of bridge at this anti-ship below, be provided with bridge bearing platform 16, bridge bearing platform 16 is located in pile foundation 13, on bridge bearing platform 16, be connected with eight anti-ship collision devices of the present utility model, these eight anti-ship collision device compartments divide and are located at bridge bearing platform 16 around, and each anti-ship collision device is to be fixed on bridge bearing platform 16 by the mode of encorbelmenting.
The anti-ship collision device of steel-concrete combined bridge of the present utility model comprises the dissipative member affixed with bridge bearing platform 16 and the Force transmission parts affixed with dissipative member, dissipative member is set to a gridiron structure being mainly combined into by steel plate splicing, and this gridiron structure is mainly that the progression compression of hitting direction by meeting ship realizes power consumption; Force transmission parts comprises that one is fixed in the ultra-high performance concrete panel 1 in dissipative member outside, and the plane bearing of trend of ultra-high performance concrete panel 1 is substantially vertical with the progression compression direction of gridiron structure.
As shown in Figure 1, in the present embodiment, the gridiron structure of dissipative member is mainly by combined and spliced the forming of multiple X-shaped steel plates 5.This X-shaped steel plate 5 is that in bending place, docking forms by two blocks of pre-bending steel plates 51, between two blocks of pre-bending steel plates, can weld, and also can connect by bolt; Be positioned at the outermost pre-bending steel plate 51 of dissipative member and be connected with Force transmission parts, and the opening of outermost pre-bending steel plate 51 hits direction towards meeting ship.Dissipative member is provided with vertical steel plate 6 with the intersection of Force transmission parts meeting ship and hit the intersection of the adjacent two X-shaped steel plates 5 of direction, the X-shaped steel plate 5 of inner side and the intersection of bridge bearing platform 16 and outermost X-shaped steel plate 5, and this vertical steel plate 6 is arranged in parallel with ultra-high performance concrete panel 1.Dissipative member inside does not arrange with horizontal direction parallel or connects subparallel horizontal steel plate.Be connected with ultra-high performance concrete panel 1 by shear connector 4 with the vertical steel plate 6 of Force transmission parts intersection setting at outermost X-shaped steel plate 5.Shear connector 4 in the present embodiment is selected WELDING STUDS.Vertical steel plate 6 in adjacent two X-shaped steel plate 5 intersection settings is connected with X-shaped steel plate 5 by fastening bolt.Because anti-ship collision device mainly bears punching press, shearing is generally less, therefore also fastening bolt can be connected in to shear connector 4 merging and process.The upper and lower of the gridiron structure of this dissipative member is also connected with respectively upper plate 9 and lower shoe 10, and the vertical steel plate 6 of upper plate 9, lower shoe 10 and both sides is surrounded the gridiron structure of X-shaped steel plate 5 combined and spliced one-tenth.X-shaped steel plate 5 is to be connected by weld seam with upper plate 9 and lower shoe 10.
Anti-ship collision device in the present embodiment adopts the method for designing of capacity protection to prepare, and makes dissipative member hit under effect and destroy prior to Force transmission parts at ship.Ultra-high performance concrete panel in the present embodiment refers to that ultra-high performance concrete builds the panel forming, and ultra-high performance concrete refer to there is superhigh intensity, the concrete of high ductility, high tenacity, high workability, good endurance and crashworthiness excellence.In ultra-high performance concrete panel 1, dispose vertical reinforcement 2 and horizontal reinforcement 3; Can further improve the impact resistance of Force transmission parts by configuration vertical reinforcement 2 and horizontal reinforcement 3.
It is a semi girder that the top of the anti-ship collision device in the present embodiment is provided with cross binding beam 8(), the inner side of anti-ship collision device is provided with the inner concrete panel 7 of separating bridge bearing platform 16 and dissipative member; Cross binding beam 8 is connected with inner concrete panel 7, dissipative member and the Force transmission parts of anti-ship collision device respectively by sheathed multiple links 11 on it; The link 11 being connected with dissipative member on cross binding beam 8 is to be directly connected on vertical steel plate 6.One end of cross binding beam 8 is constructed 12 by connection and is secured on bridge bearing platform 16.
As shown in Figure 2, bridge bearing platform 16 cross sections in the present embodiment are rectangular, are all consolidated with the anti-ship collision device of two above-mentioned the present embodiment on the bridge bearing platform 16 on every limit of rectangle, and eight anti-ship collision devices are along the distribution that is centrosymmetric of the central axis of bridge bearing platform 16.Each anti-ship collision device forms an anti-ship collision device of entirety that the anti-ship collision device 14 of 14, eight sections of the anti-ship collision device of sections is interconnected to form bridge bearing platform 16.
The construction sequence of the anti-ship collision device of steel-concrete combined bridge of above-mentioned the present embodiment is:
(1) first make in advance X-shaped steel plate 5, vertical steel plate 6, upper plate 9 and lower shoe 10 etc., and form a box gridiron structure as shown in Figure 1 by the connected mode such as weld seam and bolt, with the main body as dissipative member;
(2) arrange shear connector 4 in the outside that is about to the vertical steel plate 6 being connected with ultra-high performance concrete panel 1, arrange again vertical reinforcement 2 and horizontal reinforcement 3, then build ultra-high performance concrete, and carry out stream curing, connecting reinforcement is reserved in sections joint, forms the main body of anti-ship collision device;
(3) on bridge bearing platform 16, construct 12 by connection cross binding beam 8 is installed, then lift the inner concrete panel 7 of anti-ship collision device inner side by link 11, by link 11, the main body of anti-ship collision device is hung on cross binding beam 8 simultaneously;
(4) connect the anti-ship collision device 14 of each sections by building joint, form the anti-ship collision device of entirety of the present embodiment Bridge cushion cap 16.
Embodiment 2:
A kind of anti-ship with the anti-ship collision device of steel-concrete combined bridge as shown in Figure 3, Figure 4 hits bridge, hit at this anti-ship on the bridge pier 15 of bridge and be connected with four anti-ship collision devices of the present utility model, these four anti-ship collision device compartments divide and are located at bridge pier 15 around, and each anti-ship collision device is to be fixed on bridge pier 15 by the mode of encorbelmenting.
The anti-ship collision device of steel-concrete combined bridge of the present utility model comprises the dissipative member affixed with bridge pier 15 and the Force transmission parts affixed with dissipative member, dissipative member is set to a gridiron structure being mainly combined into by steel plate splicing, and this gridiron structure is mainly that the progression compression of hitting direction by meeting ship realizes power consumption; Force transmission parts comprises that one is fixed in the ultra-high performance concrete panel 1 in dissipative member outside, and the plane bearing of trend of ultra-high performance concrete panel 1 is substantially vertical with the progression compression direction of gridiron structure.
As shown in Figure 3, in the present embodiment, the gridiron structure of dissipative member is mainly by combined and spliced the forming of multiple X-shaped steel plates 5.This X-shaped steel plate 5 is that in bending place, docking forms by two blocks of pre-bending steel plates 51, between two blocks of pre-bending steel plates, can weld, and also can connect by bolt; Be positioned at the outermost pre-bending steel plate 51 of dissipative member and be connected with Force transmission parts, and the opening of outermost pre-bending steel plate 51 hits direction towards meeting ship.Dissipative member is provided with vertical steel plate 6 with the intersection of Force transmission parts meeting ship and hit the intersection of the adjacent two X-shaped steel plates 5 of direction, the X-shaped steel plate 5 of inner side and the intersection of bridge pier 15 and outermost X-shaped steel plate 5, and this vertical steel plate 6 is arranged in parallel with ultra-high performance concrete panel 1.Dissipative member inside does not arrange with horizontal direction parallel or connects subparallel horizontal steel plate.Be connected with ultra-high performance concrete panel 1 by shear connector 4 with the vertical steel plate 6 of Force transmission parts intersection setting at outermost X-shaped steel plate 5.Shear connector 4 in the present embodiment is selected WELDING STUDS.Vertical steel plate 6 in adjacent two X-shaped steel plate 5 intersection settings is connected with X-shaped steel plate 5 by fastening bolt.Because anti-ship collision device mainly bears punching press, shearing is generally less, therefore also fastening bolt can be connected in to shear connector 4 merging and process.The upper and lower of the gridiron structure of this dissipative member is also connected with respectively upper plate 9 and lower shoe 10, and the vertical steel plate 6 of upper plate 9, lower shoe 10 and both sides is surrounded the gridiron structure of X-shaped steel plate 5 combined and spliced one-tenth, forms the main body of dissipative member.X-shaped steel plate 5 is to be connected by weld seam with upper plate 9 and lower shoe 10.
Anti-ship collision device in the present embodiment adopts the method for designing of capacity protection to prepare, and makes dissipative member hit under effect and destroy prior to Force transmission parts at ship.Ultra-high performance concrete panel in the present embodiment refers to that ultra-high performance concrete builds the panel forming, and ultra-high performance concrete refer to there is superhigh intensity, the concrete of high ductility, high tenacity, high workability, good endurance and crashworthiness excellence.In ultra-high performance concrete panel 1, dispose vertical reinforcement 2 and horizontal reinforcement 3; Can further improve the impact resistance of Force transmission parts by configuration vertical reinforcement 2 and horizontal reinforcement 3.
It is a semi girder that the top of the anti-ship collision device in the present embodiment is provided with cross binding beam 8(), the inner side of anti-ship collision device is provided with the inner concrete panel 7 of separating bridge pier 15 and dissipative member; Cross binding beam 8 is connected with inner concrete panel 7, dissipative member and the Force transmission parts of anti-ship collision device respectively by sheathed multiple links 11 on it; The link 11 being connected with dissipative member on cross binding beam 8 is to be directly connected on vertical steel plate 6.One end of cross binding beam 8 is constructed 12 by connection and is secured on bridge pier 15.
As shown in Figure 4, bridge pier 15 cross sections in the present embodiment are rounded, are connected with the anti-ship collision device of four above-mentioned the present embodiment at the periphery of bridge pier 15, and four anti-ship collision devices are along the distribution that is centrosymmetric of the central axis of bridge pier 15.Each anti-ship collision device forms an anti-ship collision device of entirety that the anti-ship collision device 14 of 14, four sections of the anti-ship collision device of sections is interconnected to form bridge pier 15.
The construction sequence of the anti-ship collision device of steel-concrete combined bridge of above-mentioned the present embodiment is:
(1) first make in advance X-shaped steel plate 5, vertical steel plate 6, upper plate 9 and lower shoe 10 etc., and form a box gridiron structure as shown in Figure 3 by the connected mode such as weld seam and bolt, with the main body as dissipative member;
(2) arrange shear connector 4 in the outside that is about to the vertical steel plate 6 being connected with ultra-high performance concrete panel 1, arrange again vertical reinforcement 2 and horizontal reinforcement 3, then build ultra-high performance concrete, and carry out stream curing, connecting reinforcement is reserved in sections joint, forms the main body of anti-ship collision device;
(3) on bridge bearing platform 16, construct 12 by connection cross binding beam 8 is installed, then lift the inner concrete panel 7 of anti-ship collision device inner side by link 11, by link 11, the main body of anti-ship collision device is hung on cross binding beam 8 simultaneously;
(4) connect the anti-ship collision device 14 of each sections by building joint, form the anti-ship collision device of entirety of the present embodiment Bridge bridge pier 15.
Embodiment 3:
A kind of anti-ship with the anti-ship collision device of steel-concrete combined bridge as shown in Figure 5, Figure 6 hits bridge, hit the bridge pier 15 of bridge at this anti-ship around, be coated with continuously anti-ship collision device of the present utility model, this anti-ship collision device is to be fixed on bridge pier 15 by the mode of encorbelmenting.
The anti-ship collision device of steel-concrete combined bridge of the present utility model comprises the dissipative member affixed with bridge pier 15 and the Force transmission parts affixed with dissipative member, dissipative member is set to a gridiron structure being mainly combined into by steel plate splicing, and this gridiron structure is mainly that the progression compression of hitting direction by meeting ship realizes power consumption; Force transmission parts comprises that one is fixed in the ultra-high performance concrete panel 1 in dissipative member outside, and the plane bearing of trend of ultra-high performance concrete panel 1 is substantially vertical with the progression compression direction of gridiron structure.
As shown in Figure 5, in the present embodiment, the gridiron structure of dissipative member is mainly by combined and spliced the forming of multiple X-shaped steel plates 5.Compare embodiment 1 and embodiment 2, in the present embodiment, all X-shaped steel plates 5 have rotated 90 degree in perpendicular, but this does not affect the action effect of dissipative member, can not affect the guiding of ship being hit to direction yet.This X-shaped steel plate 5 is that in bending place, docking forms by two blocks of pre-bending steel plates 51, between two blocks of pre-bending steel plates, can weld, and also can connect by bolt; Be positioned at the outermost pre-bending steel plate 51 of dissipative member and be connected with Force transmission parts, and the opening of outermost pre-bending steel plate 51 hits direction towards meeting ship.Dissipative member is provided with vertical steel plate 6 with the intersection of Force transmission parts meeting ship and hit the intersection of the adjacent two X-shaped steel plates 5 of direction, the X-shaped steel plate 5 of inner side and the intersection of bridge pier 15 and outermost X-shaped steel plate 5, and this vertical steel plate 6 is arranged in parallel with ultra-high performance concrete panel 1.Dissipative member inside does not arrange with horizontal direction parallel or connects subparallel horizontal steel plate.Be connected with ultra-high performance concrete panel 1 by shear connector 4 with the vertical steel plate 6 of Force transmission parts intersection setting at outermost X-shaped steel plate 5.Shear connector 4 in the present embodiment is selected WELDING STUDS.Vertical steel plate 6 in adjacent two X-shaped steel plate 5 intersection settings is connected with X-shaped steel plate 5 by fastening bolt.Because anti-ship collision device mainly bears punching press, shearing is generally less, therefore also fastening bolt can be connected in to shear connector 4 merging and process.The upper and lower of the gridiron structure of this dissipative member is also connected with respectively upper plate 9 and lower shoe 10, and the vertical steel plate 6 of upper plate 9, lower shoe 10 and both sides is surrounded the gridiron structure of X-shaped steel plate 5 combined and spliced one-tenth, forms the main body of dissipative member.X-shaped steel plate 5 is to be connected by weld seam with upper plate 9 and lower shoe 10.
Anti-ship collision device in the present embodiment adopts the method for designing of capacity protection to prepare, and makes dissipative member hit under effect and destroy prior to Force transmission parts at ship.Ultra-high performance concrete panel in the present embodiment refers to that ultra-high performance concrete builds the panel forming, and ultra-high performance concrete refer to there is superhigh intensity, the concrete of high ductility, high tenacity, high workability, good endurance and crashworthiness excellence.In ultra-high performance concrete panel 1, dispose vertical reinforcement 2 and horizontal reinforcement 3; Can further improve the impact resistance of Force transmission parts by configuration vertical reinforcement 2 and horizontal reinforcement 3.
It is a semi girder that the top of the anti-ship collision device in the present embodiment is provided with cross binding beam 8(), the inner side of anti-ship collision device is provided with the inner concrete panel 7 of separating bridge pier 15 and dissipative member; Cross binding beam 8 is connected with inner concrete panel 7, dissipative member and the Force transmission parts of anti-ship collision device respectively by sheathed multiple links 11 on it; The link 11 being connected with dissipative member on cross binding beam 8 is to be directly connected on vertical steel plate 6.One end of cross binding beam 8 is constructed 12 by connection and is secured on bridge pier 15.
As shown in Figure 6, bridge pier 15 cross sections in the present embodiment are hexagon, are coated with continuously the anti-ship collision device of above-mentioned the present embodiment at the periphery of bridge pier 15, and anti-ship collision device is along the distribution that is centrosymmetric of the central axis of bridge pier 15.
The construction sequence of the anti-ship collision device of steel-concrete combined bridge of above-mentioned the present embodiment is:
(1) first make in advance X-shaped steel plate 5, vertical steel plate 6, upper plate 9 and lower shoe 10 etc., and form a box gridiron structure as shown in Figure 5 by the connected mode such as weld seam and bolt, with the main body as dissipative member;
(2) arrange shear connector 4 in the outside that is about to the vertical steel plate 6 being connected with ultra-high performance concrete panel 1, arrange again vertical reinforcement 2 and horizontal reinforcement 3, then build ultra-high performance concrete, and carry out stream curing, connecting reinforcement is reserved in sections joint, forms the main body of anti-ship collision device;
(3) on bridge pier 15, construct 12 by connection cross binding beam 8 is installed, then lift the inner concrete panel 7 of anti-ship collision device inner side by link 11, by link 11, the main body of anti-ship collision device is hung on cross binding beam 8 simultaneously;
(4) connect the anti-ship collision device 14 of each sections by building joint, form the anti-ship collision device of entirety of the present embodiment Bridge bridge pier 15.
The anti-ship of above-described embodiment hits in bridge, and the height (H) of anti-ship collision device can be by specifically determining after the collision situation that may occur bridge location water level, ship type characteristic analysis.
Claims (10)
1. the anti-ship collision device of steel-concrete combined bridge, it is characterized in that: described anti-ship collision device comprises and bridge pier (15) or the affixed dissipative member of bridge bearing platform (16) and the Force transmission parts affixed with dissipative member, described dissipative member is set to a gridiron structure being mainly combined into by steel plate splicing, and this gridiron structure is mainly that the progression compression of hitting direction by meeting ship realizes power consumption; Described Force transmission parts comprises that one is fixed in the ultra-high performance concrete panel (1) in dissipative member outside, and the plane bearing of trend of described ultra-high performance concrete panel (1) is substantially vertical with the progression compression direction of described gridiron structure.
2. the anti-ship collision device of steel-concrete combined bridge according to claim 1, is characterized in that: the gridiron structure of described dissipative member is mainly by combined and spliced the forming of multiple X-shaped steel plates (5).
3. the anti-ship collision device of steel-concrete combined bridge according to claim 2, is characterized in that: described X-shaped steel plate (5) is mainly that in bending place, docking forms by two blocks of pre-bending steel plates (51); Be positioned at the outermost pre-bending steel plate of dissipative member (51) and be connected with described Force transmission parts, and the opening of outermost pre-bending steel plate (51) hits direction towards meeting ship.
4. the anti-ship collision device of steel-concrete combined bridge according to claim 2, it is characterized in that: described dissipative member is being met ship and hit the intersection of the intersection of adjacent two X-shaped steel plates (5) of direction and outermost X-shaped steel plate (5) and described Force transmission parts, be provided with vertical steel plate (6), and this vertical steel plate (6) is arranged in parallel with described ultra-high performance concrete panel (1), and described dissipative member inside does not arrange with horizontal direction parallel or connects subparallel horizontal steel plate; Be connected with described ultra-high performance concrete panel (1) by shear connector (4) with the vertical steel plate (6) that Force transmission parts intersection arranges at outermost X-shaped steel plate (5).
5. according to the anti-ship collision device of the steel-concrete combined bridge described in any one in claim 2～4; it is characterized in that: described anti-ship collision device adopts the method for designing of capacity protection to prepare, and makes it hit under effect and destroy prior to described ultra-high performance concrete panel (1) at ship by the compressive strength of adjusting X-shaped steel plate (5) in dissipative member.
6. the anti-ship collision device of steel-concrete combined bridge according to claim 5, it is characterized in that: described ultra-high performance concrete panel (1) is to build by RPC or very-high performance fibre reinforced concrete the panel forming, in described ultra-high performance concrete panel (1), dispose vertical reinforcement (2) and horizontal reinforcement (3).
7. the anti-ship with the anti-ship collision device of steel-concrete combined bridge hits bridge, it is characterized in that: hit on the bridge pier (15) of bridge or bridge bearing platform (16) and be connected with more than one anti-ship collision device as described in any one in claim 1～6 at described anti-ship, multiple anti-ship collision devices is that compartment divides and is located at bridge pier (15) or bridge bearing platform (16) around, or is coated on continuously bridge pier (15) or bridge bearing platform (16) around; Each anti-ship collision device is to be fixed on bridge pier (15) or bridge bearing platform (16) by the mode of encorbelmenting.
8. the anti-ship with the anti-ship collision device of steel-concrete combined bridge according to claim 7 hits bridge, it is characterized in that: the top of described anti-ship collision device is provided with cross binding beam (8), the inner side of described anti-ship collision device is provided with the inner concrete panel (7) of separating bridge pier (15) or bridge bearing platform (16) and described dissipative member; Described cross binding beam (8) is connected with Force transmission parts with inner concrete panel (7), the dissipative member of anti-ship collision device respectively by sheathed multiple links (11) on it; One end of described cross binding beam (8) is constructed (12) by connection and is secured on bridge pier (15) or bridge bearing platform (16).
9. the anti-ship with the anti-ship collision device of steel-concrete combined bridge according to claim 8 hits bridge, it is characterized in that: the gridiron structure of described dissipative member upper, below is connected with respectively upper plate (9) and lower shoe (10), described dissipative member is being met ship and is hitting the intersection of the adjacent two X-shaped steel plates (5) of direction, the intersection of the X-shaped steel plate (5) of inner side and the intersection of described inner concrete panel (7) and outermost X-shaped steel plate (5) and described Force transmission parts, be provided with vertical steel plate (6), the upper link (11) being connected with dissipative member of described cross binding beam (8) is to be directly connected on vertical steel plate (6).
10. hit bridge according to the anti-ship with the anti-ship collision device of steel-concrete combined bridge described in claim 7,8 or 9, it is characterized in that: compartment divides the anti-ship collision device of monolithic that is located at bridge pier (15) or bridge bearing platform (16) multiple anti-ship collision device around and forms by building jointing a coated bridge pier (15) or bridge bearing platform (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261810.8U CN203924001U (en) | 2014-05-21 | 2014-05-21 | The anti-ship collision device of steel-concrete combined bridge and anti-ship hit bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261810.8U CN203924001U (en) | 2014-05-21 | 2014-05-21 | The anti-ship collision device of steel-concrete combined bridge and anti-ship hit bridge |
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| Publication Number | Publication Date |
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| CN203924001U true CN203924001U (en) | 2014-11-05 |
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| CN201420261810.8U Withdrawn - After Issue CN203924001U (en) | 2014-05-21 | 2014-05-21 | The anti-ship collision device of steel-concrete combined bridge and anti-ship hit bridge |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103966980A (en) * | 2014-05-21 | 2014-08-06 | 湖南大学 | Steel-concrete combined ship-bridge-collision preventing device of bridge and ship-bridge- collision preventing bridge |
| CN107460821A (en) * | 2017-09-08 | 2017-12-12 | 黄贺明 | A kind of composite pier guard ring |
| CN109989340A (en) * | 2019-05-06 | 2019-07-09 | 卫军 | A kind of anti-ship collision device of built-in frame structure |
| CN113216052A (en) * | 2021-04-26 | 2021-08-06 | 湖南大学 | Passive ship-collision-prevention segment applied to bridge structure and ship-collision-prevention buffer device |
-
2014
- 2014-05-21 CN CN201420261810.8U patent/CN203924001U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103966980A (en) * | 2014-05-21 | 2014-08-06 | 湖南大学 | Steel-concrete combined ship-bridge-collision preventing device of bridge and ship-bridge- collision preventing bridge |
| CN103966980B (en) * | 2014-05-21 | 2016-04-13 | 湖南大学 | Steel-concrete combined bridge anti-ship collision device and anti-vessel-bridge collision |
| CN107460821A (en) * | 2017-09-08 | 2017-12-12 | 黄贺明 | A kind of composite pier guard ring |
| CN107460821B (en) * | 2017-09-08 | 2023-08-22 | 黄贺明 | Composite material bridge pier protection ring |
| CN109989340A (en) * | 2019-05-06 | 2019-07-09 | 卫军 | A kind of anti-ship collision device of built-in frame structure |
| CN109989340B (en) * | 2019-05-06 | 2024-02-23 | 卫军 | Ship collision preventing device with built-in frame structure |
| CN113216052A (en) * | 2021-04-26 | 2021-08-06 | 湖南大学 | Passive ship-collision-prevention segment applied to bridge structure and ship-collision-prevention buffer device |
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