CN203904821U - Reinforced anti-collision energy-dissipation ring - Google Patents

Reinforced anti-collision energy-dissipation ring Download PDF

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Publication number
CN203904821U
CN203904821U CN201420289257.9U CN201420289257U CN203904821U CN 203904821 U CN203904821 U CN 203904821U CN 201420289257 U CN201420289257 U CN 201420289257U CN 203904821 U CN203904821 U CN 203904821U
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CN
China
Prior art keywords
energy
dissipating unit
energy dissipating
dissipation
hole
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.)
Expired - Fee Related
Application number
CN201420289257.9U
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Chinese (zh)
Inventor
陈伟
马伟刚
杨杰
黄宝宝
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JIANGSU BOHONG NEW MATERIAL TECHNOLOGY Co Ltd
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JIANGSU BOHONG NEW MATERIAL TECHNOLOGY Co Ltd
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Publication date
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Priority to CN201420289257.9U priority Critical patent/CN203904821U/en
Application granted granted Critical
Publication of CN203904821U publication Critical patent/CN203904821U/en
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Expired - Fee Related legal-status Critical Current

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    • 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

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  • Bridges Or Land Bridges (AREA)

Abstract

The utility model belongs to the technical field of bridge safety, and particularly relates to a protection device of a pier, in particular to a reinforced anti-collision energy-dissipation ring. The anti-collision energy-dissipation ring is formed by connecting a plurality of energy-dissipation units through bolts, each energy-dissipation unit is provided with a through hole which penetrates through two sections of the energy-dissipation unit, the direction of each through hole is consistent with that of the corresponding energy-dissipation unit in structure, and a closed annular rope sequentially penetrates through the through holes of the energy-dissipation units, so that all the energy-dissipation units are connected. After the energy-dissipation units are connected by means of the closed rope, the rope can still bind the energy-dissipation units and collect the energy-dissipation units around the pier even if all the bolts for connecting and fixing the energy-dissipation units lose efficacy, so that the anti-collision energy-dissipation ring is formed, and the situation that the energy-dissipation units are separated and the pier is exposed is avoided.

Description

Reinforced anticollision energy eliminating circle
Technical field
The utility model belongs to the technical field of bridge security, particularly a kind of protector of bridge pier.
Background technology
Along with being showing improvement or progress day by day of Science & Society, the size of ship and tonnage, and the density of gap bridge ship all had than in the past significantly and to increase, and the speed of ship is also significantly improving, and the accident of ship collision with piers occurs again and again.On June 15th, 2007, Guangdong Jiangmen Jiujiang Bridge is severed by the waist by a sand carrier, and falling completely in river in approximately 160 meters, bridge stage casing, causes serious economic loss and casualties.Therefore, safety and design about bridge pier, more and more come into one's own.
In prior art, have multiple pier anticollision facility, commonplace is anticollision energy eliminating circle, and anticollision energy eliminating circle is generally bolted and is formed by several energy dissipating unit, forms an annular, and bridge pier is protected.Because volume, the weight of energy dissipating unit are generally all larger, such large component is connected by several bolts, original bonding strength was just insecure, and bolt connects and tend to the passage due to the time, and become flexible, lost efficacy (such as reasons such as screw thread are polished).And on anticollision energy eliminating circle, a plurality of being threaded after inefficacy, may cause energy dissipating unit to depart from anticollision energy eliminating circle, and bridge pier is exposed to outside.
Utility model content
The technical problems to be solved in the utility model is: anticollision energy eliminating circle is bolted by several energy dissipating unit, connects insecurely, and after having grown service time, is threaded and easily loses efficacy.
The utility model solves the technical scheme that its technical problem adopts: a kind of anticollision energy eliminating circle, by several energy dissipating unit, to be bolted the anticollision energy eliminating circle of the rectangular ring forming, on each energy dissipating unit, offer through hole, through hole runs through two cross sections of energy dissipating unit, and through hole trend is consistent with energy dissipating unit trend structurally, article one, closed looped ropes, successively through the through hole of each energy dissipating unit, couples together each energy dissipating unit
The benefit of design is like this: due to the volume of energy dissipating unit, weight is generally all larger, only by several bolts, connect, original bonding strength is just undesirable, add in use, the reasons such as screw thread is easily polished, bolt connects and can generation become flexible, lost efficacy, and by closed rope, after each energy dissipating unit is coupled together, even if connect, fixedly all bolts of energy dissipating unit had all lost efficacy, rope still can be by each energy dissipating unit binding, concentrate on bridge pier around, form anticollision energy eliminating circle, avoided energy dissipating unit to depart from, and bridge pier is exposed to outside,
As preferably: the cross section of each energy dissipating unit is circular, through hole cross section is also circular, and the center of circle in cross section, energy dissipating unit and the center of circle of through hole cross section are overlapping,
So just guaranteed that energy dissipating unit is consistent at each material thickness in the radial direction, when ship clashes into bridge pier and anticollision energy eliminating circle (energy dissipating unit) shock, on anticollision energy eliminating circle, with regard to not there is too weak stress point, directly cause anticollision energy eliminating circle (energy dissipating unit) to be damaged;
As preferentially: be matched in clearance between through hole and rope, offer in energy dissipating unit like this under the prerequisite of through hole, guaranteed as much as possible the material thickness on energy dissipating unit, thereby while having guaranteed that energy dissipating unit and ship clash into, possess certain holding capacity;
As preferably: rope adopts nylon fibre braiding to form, the breaking strength of nylon fibre can reach 3.5~9.5g/D in dry state situation, in hygrometric state situation, can reach 2.6~8.0g/D, there is high-tensile and anti-wear performance, cost is lower, also applicable under hygrometric state water environment.
Accompanying drawing explanation
Fig. 1: structural representation of the present utility model;
Fig. 2: in the utility model, the structural representation of energy dissipating cell cross-section;
Wherein, 1-bridge pier, 2-energy dissipating unit, 3-bolt, 4-through hole, the cross section of 5-energy dissipating unit, 6-rope.
The specific embodiment
The utility model provides a kind of anticollision energy eliminating circle, it is the anticollision energy eliminating circle of a rectangular ring being formed by connecting by bolt 3 by several energy dissipating unit 2, on each energy dissipating unit 2, offer through hole 4, through hole 4 runs through two cross sections 5 of energy dissipating unit 2, and through hole 4 trends are consistent with energy dissipating unit 2 trend structurally, article one, closed looped ropes 6, successively through the through hole 4 of each energy dissipating unit 2, couples together each energy dissipating unit 2
Volume due to energy dissipating unit 2, weight is generally all larger, only by several bolts 3, connect, original bonding strength is just undesirable, add in use, the reasons such as screw thread is easily polished, bolt connects and can generation become flexible, lost efficacy, and by closed rope 6, after each energy dissipating unit 2 is coupled together, even if connect, fixedly all bolts 3 of energy dissipating unit 2 had all lost efficacy, rope 6 still can be by each energy dissipating unit 2 bindings, concentrate on bridge pier 1 around, form anticollision energy eliminating circle, avoided energy dissipating unit 2 to depart from, and bridge pier 1 is exposed to outside,
Wherein, the cross section 5 of each energy dissipating unit 2 is circular, and through hole 4 cross sections are also circular, and the center of circle of the center of circle in 2 cross sections, energy dissipating unit and through hole 4 cross sections is overlapping,
So just guaranteed that energy dissipating unit 2 is consistent at each material thickness in the radial direction, when ship clashes into bridge pier and anticollision energy eliminating circle (energy dissipating unit) shock, on anticollision energy eliminating circle, with regard to not there is too weak stress point, directly cause anticollision energy eliminating circle (energy dissipating unit) to be damaged;
Between through hole 4 and rope 6, be matched in clearance, in energy dissipating unit 2, offer like this under the prerequisite of through hole 4, guaranteed as much as possible the material thickness on energy dissipating unit 2, thereby while having guaranteed that energy dissipating unit 2 clashes into ship, possess certain holding capacity;
Rope 6 adopts nylon fibre braiding to form, the breaking strength of nylon fibre can reach 3.5~9.5g/D in dry state situation, in hygrometric state situation, can reach 2.6~8.0g/D, there is high-tensile and anti-wear performance, cost is lower, also applicable under hygrometric state water environment.

Claims (4)

1. a reinforced anticollision energy eliminating circle, it is the anticollision energy eliminating circle of a rectangular ring being formed by connecting by bolt (3) by several energy dissipating unit (2), it is characterized in that: on each energy dissipating unit (2), offer through hole (4), through hole (4) runs through two cross sections (5) of energy dissipating unit (2), and through hole (4) trend is consistent with energy dissipating unit (2) trend structurally, article one, closed looped ropes (6), successively through the through hole (4) of each energy dissipating unit (2), couples together each energy dissipating unit (2).
2. reinforced anticollision energy eliminating circle as claimed in claim 1, it is characterized in that: the cross section (5) of each energy dissipating unit (2) is for circular, through hole (4) cross section is also circular, and the center of circle of the center of circle in cross section, energy dissipating unit (2) (5) and through hole (4) cross section is overlapping.
3. reinforced anticollision energy eliminating circle as claimed in claim 1 or 2, is characterized in that: between through hole (4) and rope (6), be matched in clearance.
4. reinforced anticollision energy eliminating circle as claimed in claim 1 or 2, is characterized in that: described rope (6) adopts nylon fibre braiding to form.
CN201420289257.9U 2014-05-30 2014-05-30 Reinforced anti-collision energy-dissipation ring Expired - Fee Related CN203904821U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420289257.9U CN203904821U (en) 2014-05-30 2014-05-30 Reinforced anti-collision energy-dissipation ring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420289257.9U CN203904821U (en) 2014-05-30 2014-05-30 Reinforced anti-collision energy-dissipation ring

Publications (1)

Publication Number Publication Date
CN203904821U true CN203904821U (en) 2014-10-29

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Application Number Title Priority Date Filing Date
CN201420289257.9U Expired - Fee Related CN203904821U (en) 2014-05-30 2014-05-30 Reinforced anti-collision energy-dissipation ring

Country Status (1)

Country Link
CN (1) CN203904821U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005333A (en) * 2014-05-30 2014-08-27 江苏博泓新材料科技有限公司 Reinforced type anti-collision energy dissipation ring
CN106400695A (en) * 2016-11-24 2017-02-15 山东鲍尔浦塑胶股份有限公司 Pier protective structure and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005333A (en) * 2014-05-30 2014-08-27 江苏博泓新材料科技有限公司 Reinforced type anti-collision energy dissipation ring
CN106400695A (en) * 2016-11-24 2017-02-15 山东鲍尔浦塑胶股份有限公司 Pier protective structure and construction method thereof

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PP01 Preservation of patent right

Effective date of registration: 20160616

Granted publication date: 20141029

RINS Preservation of patent right or utility model and its discharge
PD01 Discharge of preservation of patent

Date of cancellation: 20160926

Granted publication date: 20141029

RINS Preservation of patent right or utility model and its discharge
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141029

Termination date: 20170530

CF01 Termination of patent right due to non-payment of annual fee