CN218373674U - Crawler-type integral multi-stage energy-consumption anti-collision device - Google Patents

Crawler-type integral multi-stage energy-consumption anti-collision device Download PDF

Info

Publication number
CN218373674U
CN218373674U CN202222689117.8U CN202222689117U CN218373674U CN 218373674 U CN218373674 U CN 218373674U CN 202222689117 U CN202222689117 U CN 202222689117U CN 218373674 U CN218373674 U CN 218373674U
Authority
CN
China
Prior art keywords
energy
elements
steel
consumption
crawler
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202222689117.8U
Other languages
Chinese (zh)
Inventor
蒋浩
蒋超
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Hongyuan Technology & Engineering Co ltd
Original Assignee
Jiangsu Hongyuan Technology & Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Hongyuan Technology & Engineering Co ltd filed Critical Jiangsu Hongyuan Technology & Engineering Co ltd
Priority to CN202222689117.8U priority Critical patent/CN218373674U/en
Application granted granted Critical
Publication of CN218373674U publication Critical patent/CN218373674U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model provides a crawler-type integral multistage energy-consumption anti-collision device, which comprises a steel-clad composite material plate, wherein a plurality of sections of the steel-clad composite material plate are connected and assembled into an anti-collision ring around a pier through bolts; the energy dissipation elements are uniformly arranged along the inner circumferential surface of the steel-clad composite material plate respectively; the damping elements are uniformly arranged along the outer peripheral surface of the steel-clad composite material plate respectively; the energy transmission plates are arranged on the outer sides of the damping elements, two adjacent energy transmission plates are connected through a connecting plate, and a certain gap is formed between every two adjacent energy transmission plates. The utility model discloses a steel covers the design of composite material board, energy consumption component, damping element and energy transfer board, makes buffer stop has realized the whole multistage power consumption of crawler-type, can greatly consume the impact of boats and ships, effectively protects pier and boats and ships.

Description

Crawler-type integral multi-stage energy-consumption anti-collision device
Technical Field
The utility model relates to a bridge buffer stop technical field, specificly relate to a whole multistage energy consumption buffer stop of crawler-type.
Background
With the rapid development of the infrastructure and shipping industry in China, the number of bridges and the navigation density of a channel are increased year by year, and accidents that ships are out of control or the ships are not operated well to bump into piers are frequent. In order to avoid the occurrence of a serious ship bridge collision accident, various types of anti-collision facilities are applied in China to improve the anti-collision performance of the bridge pier.
At present, domestic applied anti-collision facilities are generally designed based on the energy absorption and momentum buffering principles, for example, chinese patent with publication number CN213417555U discloses an anti-collision device for protecting a bridge, which includes a housing assembly, an outer wall damping assembly and an inner wall damping assembly, wherein the plurality of outer wall damping assemblies are respectively and uniformly fixed along the outer circumferential surface of the housing assembly, and the plurality of inner wall damping assemblies are respectively and uniformly fixed along the inner circumferential surface of the housing assembly; the shell assembly is connected to the bridge pier in a sleeved mode, the inner wall damping assembly is in contact with the bridge pier, the outer wall damping assembly can be in contact with a ship, impact force of impact point positions can be well buffered through the multiple damping protection structures with inner damping and outer damping, and the bridge is protected through energy absorption and damping. However, when a ship bridge collision accident occurs, the anti-collision equipment only has deformation of inner and outer dampers near a collision point to consume energy, namely, the energy consumption mode of the anti-collision equipment only has a little energy consumption, the energy consumption effect is relatively limited, and the impact buffering effect on the large-tonnage ship is relatively poor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to solve above-mentioned technical problem, provide a whole multistage energy consumption buffer stop of crawler-type.
In order to achieve the above objects and other objects, the present invention is achieved by the following technical solutions: the utility model provides an integral multistage energy consumption buffer stop of crawler-type which characterized in that includes: the steel-clad composite plates are connected and assembled into an anti-collision ring at the peripheral side of the pier through bolts; the energy dissipation elements are uniformly arranged along the inner circumferential surface of the steel-clad composite material plate respectively; the damping elements are uniformly arranged along the outer peripheral surface of the steel-clad composite material plate respectively; the energy transmission plates are arranged on the outer sides of the damping elements, two adjacent energy transmission plates are connected through a connecting plate, and a certain gap is formed between every two adjacent energy transmission plates.
In one embodiment, the damping element is a steel cable loop, steel ring, rubber ring or composite ring.
In one embodiment, a plurality of the damping elements are disposed between the sheet of steel-clad composite material and the energy transfer plate in an alternating transverse and longitudinal arrangement.
In one embodiment, the damping elements are combined two by two to form a splayed structure and are arranged between the steel clad composite material plate and the energy transmission plate at intervals.
In one embodiment, the plurality of damping elements are combined into a shape of a Chinese character 'ba'.
In one embodiment, the damping elements are combined into a shape of Chinese character 'jia'.
In one embodiment, the damping elements are connected in pairs to form an inward splayed shape or an outward splayed shape, and the inward splayed shape and the outward splayed shape are alternately arranged.
In one embodiment, the energy consuming elements include large energy consuming elements and small energy consuming elements, and the large energy consuming elements are spaced apart from the small energy consuming elements.
In an embodiment, the large energy dissipation element and the small energy dissipation element are both trapezoidal damping pieces, the lower bottom edge of the large energy dissipation element and the lower bottom edge of the small energy dissipation element are respectively connected with the inner circumferential surface of the steel-clad composite material plate, the upper bottom edge of the large energy dissipation element is in contact with the pier, and a gap is left between the upper bottom edge of the small energy dissipation element and the pier.
In one embodiment, the energy transfer plate is a steel plate.
The utility model has the advantages that:
1. through the design of the damping element and the energy transmission plate, the point energy consumption mode of the anti-collision device can be converted into integral energy consumption; meanwhile, through the multiple damping structure design of the steel-clad composite material plate, the energy dissipation element and the damping element, the multi-stage energy dissipation of the anti-collision device is realized, so that the anti-collision device realizes the integral multi-stage energy dissipation, can greatly consume the impact force of a ship and can effectively buffer the impact force of a large-tonnage ship to a pier;
2. the damping elements are arranged in a transverse and longitudinal alternate mode or in a splayed mode, so that the deformation of the damping elements and the displacement direction of the energy transfer plate are more stable, the crawler-type energy transfer is better performed, and the overall energy consumption of the anti-collision device is favorably realized;
3. the energy dissipation elements are designed by large energy dissipation elements and small energy dissipation elements with trapezoidal structures, so that the abrasion of the energy dissipation elements to the bridge pier is reduced; and the overall use cost of the energy consumption element can be effectively reduced while the energy consumption effect is ensured.
Drawings
Fig. 1 shows a schematic structural diagram and an enlarged view of a position a according to a first embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a second embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a third embodiment of the present invention.
In the figure: 100 is a crawler-type integral multi-stage energy-consumption anti-collision device; 110 is a steel clad composite plate; 120 are energy consuming components, 121 are large energy consuming components, and 122 are small energy consuming components; 130 is a damping element; 140 is an energy transfer plate, 141 is a connecting plate; 200 is a pier.
Detailed Description
Please refer to fig. 1-3. The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can also be implemented or applied through other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
It should be understood that the structure, ratio, size and the like shown in the drawings attached to the present specification are only used for matching with the content disclosed in the specification, so as to be understood and read by those skilled in the art, and are not used for limiting the limit conditions that the present invention can be implemented, so that the present invention has no technical essential meaning, and any structure modification, ratio relationship change or size adjustment should still fall within the scope that the technical content disclosed in the present invention can cover without affecting the function that the present invention can produce and the purpose that the present invention can achieve.
As shown in fig. 1-3, the present invention provides a crawler-type integrated multi-stage energy-consuming anti-collision device 100, which includes a steel-clad composite material plate 110, energy-consuming elements 120, damping elements 130, and energy transmission plates 140; the multi-section steel-clad composite material plates 110 are connected and assembled on the periphery of the pier 200 through bolts to form an anti-collision ring; the plurality of dissipative elements 120 are uniformly arranged along the inner circumferential surface of the steel-clad composite material plate 110; the plurality of damping elements 130 are uniformly arranged along the outer circumferential surface of the steel-clad composite material plate 110; the plurality of energy transfer plates 140 are disposed outside the plurality of damping elements 130, two adjacent energy transfer plates 140 are connected by a connecting plate 141, and a certain gap is disposed between two adjacent energy transfer plates 140.
The anti-collision device 100 is arranged around the pier 200, when ships with different tonnages impact the pier 200, the damping element 130 at the impact point first contacts with the ship and deforms, then the energy transfer plate 140 connected with the damping element 130 at the impact point displaces, and drives other energy transfer plates 140 to displace successively (the displacement of the energy transfer plates 140 is similar to the movement of a tank crawler belt), so that other damping elements 130 connected with each energy transfer plate 140 deform successively, the point energy consumption mode of the anti-collision device 100 is effectively converted into an integral energy consumption mode, and the impact force of the ship on the pier 200 is better consumed; meanwhile, the impact force of the impact is also transmitted to the steel clad composite material plate 110 and the energy dissipation element 120 from the outside to the inside, so that multi-stage energy dissipation is performed, the impact force of the ship on the pier 200 is further consumed, and the pier 200 and the ship are protected.
Further, the damping element 130 may be a steel wire bundling rope loop (the specific structure is disclosed in chinese patent nos. CN2182147Y and CN 2848937Y), or a steel ring, a rubber ring or a composite material ring, etc., and when it is impacted by a moving object, it will enter the elastic-plastic deformation stage, and a large amount of kinetic energy becomes the elastic-plastic deformation work of the steel wire bending, and becomes energy in the mutual friction between the steel wires to be dissipated. The energy transfer plate 140 may be a steel plate.
As shown in fig. 1, a first embodiment of the present invention is shown, in which a plurality of damping elements 130 disposed between the steel-clad composite material plate 110 and the energy transfer plate 140 are arranged in a horizontally and vertically alternating manner, that is, one damping element 130 is disposed between every two damping elements 130 disposed horizontally. It should be noted that, as shown at B in fig. 1, at the transition point of different cross sections, two transversely disposed damping elements 130 may be disposed in succession to enhance the energy dissipation effect at the point B.
As shown in fig. 2 and 3, a second embodiment and a third embodiment of the present invention are shown, which are different from the first embodiment in that a plurality of damping elements 130 are arranged in a zigzag manner, that is, a plurality of damping elements 130 are coupled in pairs to form a zigzag structure between the steel-clad composite material plate 110 and the energy transmission plate 140. The splayed arrangement mode can enable the damping element 130 to have a relatively stable deformation direction, and the crawler-type integral energy consumption effect is better realized. Fig. 2 and 3 show an embodiment in which a plurality of the damping elements 130 are coupled in two to form a herringbone pattern (in which fig. 2 shows an embodiment in which the damping elements 130 are disposed in a longitudinal direction, and fig. 3 shows an embodiment in which the damping elements 130 are disposed in a longitudinal direction inclined at a certain angle), but this is not essential, and a plurality of the damping elements 130 may be coupled in two to form a herringbone pattern, or may be formed in a herringbone pattern in which the herringbone pattern and the herringbone pattern are alternately arranged.
Referring back to fig. 1 to 3, the dissipative element 120 includes a large dissipative element 121 and a small dissipative element 122, the large dissipative element 121 and the small dissipative element 122 are arranged at an interval, the large dissipative element 121 and the small dissipative element 122 are both trapezoidal damping members, a lower bottom edge of the large dissipative element 121 and a lower bottom edge of the small dissipative element 122 are respectively connected to an inner circumferential surface of the steel-clad composite material plate 110, an upper bottom edge of the large dissipative element 121 may contact the pier 200, and a gap is left between the upper bottom edge of the small dissipative element 122 and the pier 200. The large energy dissipation elements 121 and the small energy dissipation elements 122 are designed as trapezoidal damping members, the contact area of the lower bottom edges is large, the connection stability of the large energy dissipation elements 121 and the small energy dissipation elements 122 with the steel clad composite material plate 110 is ensured, the contact area of the upper bottom edges is small, and the abrasion of the large energy dissipation elements 121 and the small energy dissipation elements 122 on the pier 200 can be reduced.
When the impact force of the ship impacting the pier 200 is not large, only the large energy dissipation elements 121 in the energy dissipation elements 120 deform to dissipate energy, so that the contact area between the energy dissipation elements 120 and the pier 200 can be effectively reduced, and the abrasion to the pier 200 can be reduced; when the impact force of the ship impacting the pier 200 is large, the large energy dissipation element 121 of the energy dissipation elements 120 is firstly deformed to dissipate energy, and after the upper bottom edge of the small energy dissipation element 122 is contacted with the pier 200, the small energy dissipation element 122 is also deformed to dissipate energy, so that the energy dissipation effect is ensured, and the overall use cost of the energy dissipation elements 120 is effectively reduced.
In addition, it should be noted that the outer contour shape of the crash barrier 100 shown in fig. 1 to 3 is not essential, and the outer contour shape of the crash barrier 100 may be other shapes required by engineering implementation.
To sum up, the present invention can convert the point energy consumption mode of the anti-collision device 100 into the overall energy consumption through the design of the damping element 130 and the energy transmission plate 140; meanwhile, through the multiple damping structure design of the steel-clad composite material plate 110, the energy dissipation element 120 and the damping element 130, the multi-stage energy dissipation of the anti-collision device 100 is realized, the energy dissipation effect of the anti-collision device 100 is further effectively improved, and the pier 200 can be better protected.
Therefore, the utility model effectively overcomes various defects in the prior art and has high industrial utilization value. The above embodiments are merely illustrative of the principles and effects of the present invention, and are not to be construed as limiting the invention. Modifications and variations can be made to the above-described embodiments by those skilled in the art without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which may be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.

Claims (10)

1. The utility model provides an integral multistage energy consumption buffer stop of crawler-type which characterized in that includes:
the steel-clad composite plates are connected and assembled into an anti-collision ring at the peripheral side of the pier through bolts;
the energy dissipation elements are uniformly arranged along the inner circumferential surface of the steel-clad composite material plate respectively;
the damping elements are uniformly arranged along the outer peripheral surface of the steel-clad composite material plate respectively;
the energy transmission plates are arranged on the outer sides of the damping elements, every two adjacent energy transmission plates are connected through a connecting plate, and a certain gap is formed between every two adjacent energy transmission plates.
2. The crawler-type integrated multi-stage energy-consumption anti-collision device according to claim 1, wherein the damping element is a steel wire bundling rope ring, a steel ring, a rubber ring or a composite material ring.
3. The tracked, integrated, multi-stage energy-consuming crash barrier of claim 2, wherein a plurality of said damping elements are disposed between said steel-clad composite panel and said energy transfer panel in an alternating transverse and longitudinal arrangement.
4. The crawler-type integrated multi-stage energy-consumption anti-collision device according to claim 2, wherein the damping elements are combined in pairs to form a splayed structure and are arranged between the steel-clad composite material plate and the energy transmission plate at intervals.
5. The crawler-type integrated multi-stage energy-consumption anti-collision device according to claim 4, wherein the damping elements are combined into a shape of a Chinese character 'ji' in pairs.
6. The crawler-type integrated multi-stage energy-consumption anti-collision device according to claim 4, wherein the damping elements are combined into a shape of a Chinese character 'ba' in pairs.
7. The crawler-type integrated multi-stage energy-consumption anti-collision device according to claim 4, wherein the damping elements are combined into an inward splayed shape or an outward splayed shape in pairs, and the inward splayed shape and the outward splayed shape are alternately arranged.
8. The tracked, integral, multi-stage energy-consuming impact protection device according to claim 1, wherein the energy-consuming elements comprise large energy-consuming elements and small energy-consuming elements, the large energy-consuming elements being spaced apart from the small energy-consuming elements.
9. The crawler-type integrated multi-stage energy-consumption anti-collision device according to claim 8, wherein the large energy-consumption elements and the small energy-consumption elements are trapezoidal damping pieces, lower bottom edges of the large energy-consumption elements and lower bottom edges of the small energy-consumption elements are respectively connected with the inner circumferential surface of the steel-clad composite material plate, upper bottom edges of the large energy-consumption elements are in contact with the pier, and a gap is reserved between the upper bottom edges of the small energy-consumption elements and the pier.
10. The tracked, integrated, multi-stage energy-consuming crash barrier of claim 1, wherein the energy transfer plates are steel plates.
CN202222689117.8U 2022-10-12 2022-10-12 Crawler-type integral multi-stage energy-consumption anti-collision device Active CN218373674U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222689117.8U CN218373674U (en) 2022-10-12 2022-10-12 Crawler-type integral multi-stage energy-consumption anti-collision device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222689117.8U CN218373674U (en) 2022-10-12 2022-10-12 Crawler-type integral multi-stage energy-consumption anti-collision device

Publications (1)

Publication Number Publication Date
CN218373674U true CN218373674U (en) 2023-01-24

Family

ID=84928670

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222689117.8U Active CN218373674U (en) 2022-10-12 2022-10-12 Crawler-type integral multi-stage energy-consumption anti-collision device

Country Status (1)

Country Link
CN (1) CN218373674U (en)

Similar Documents

Publication Publication Date Title
CN109137832B (en) Bridge pier protecting device
CN110468704B (en) Movable elastic anti-collision guardrail applicable to bridge and mounting method thereof
CN218373674U (en) Crawler-type integral multi-stage energy-consumption anti-collision device
CN111877585B (en) Self-resetting multistage damping energy-dissipation disc spring soft steel damper
CN109137831B (en) Double-arrow type bridge pier protection device
CN114060445A (en) Three-dimensional curved-wall mixed-phase regular quadrilateral chiral honeycomb
CN209813899U (en) Dedicated buffer stop of transport vechicle
CN210031473U (en) One-way energy-consumption beam falling prevention device
CN111088749A (en) Railway bridge passive anti-collision device and design method thereof
CN111075052B (en) Corrugated steel plate wall with energy consumption at corner
CN210031476U (en) Bidirectional energy-consumption beam falling prevention device
CN210561794U (en) Shock-resistant orthogonal composite corrugated plate
CN212426709U (en) Multi-cavity energy-consumption pier anti-collision structure
CN211772765U (en) Railway bridge anti-collision structure
CN2851212Y (en) Integrated multi-rope grip device
CN210104541U (en) Tenon anti-falling beam combined energy consumption device
CN210561897U (en) Energy dissipation ripple intermediate layer buffer stop
CN114000603A (en) Building shock-absorbing structure and multidimensional energy dissipation damper thereof
CN218508315U (en) Highway guardrail
CN214831859U (en) Anti-collision buffer device for bridge pier
CN217104688U (en) Compression resilience type anti-collision fender
CN215977125U (en) Anti-collision pier and anti-collision facility of river bank flood prevention wall or hydrophilic platform
CN218621772U (en) Compound pier buffer stop
CN209798624U (en) combined anti-collision cushion
CN217810821U (en) Rotatory offend device of preventing of building structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant