CN108104066B - Anti-collision device suitable for wharf - Google Patents
Anti-collision device suitable for wharf Download PDFInfo
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- CN108104066B CN108104066B CN201711453285.4A CN201711453285A CN108104066B CN 108104066 B CN108104066 B CN 108104066B CN 201711453285 A CN201711453285 A CN 201711453285A CN 108104066 B CN108104066 B CN 108104066B
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 239000000872 buffer Substances 0.000 claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 239000000945 filler Substances 0.000 claims abstract description 10
- 239000010920 waste tyre Substances 0.000 claims description 26
- 238000005260 corrosion Methods 0.000 claims description 13
- 244000043261 Hevea brasiliensis Species 0.000 claims description 12
- 229920003052 natural elastomer Polymers 0.000 claims description 12
- 229920001194 natural rubber Polymers 0.000 claims description 12
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 11
- 239000011496 polyurethane foam Substances 0.000 claims description 11
- 230000007797 corrosion Effects 0.000 claims description 7
- 238000005452 bending Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 230000008859 change Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 239000006173 Good's buffer Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Description
技术领域technical field
本发明涉及码头工程的安全防护领域,尤其涉及一种适用于码头的防撞装置。The invention relates to the field of safety protection of wharf engineering, in particular to an anti-collision device suitable for a wharf.
背景技术Background technique
码头是海边、江河边专供轮船或渡船停泊,让乘客上下、货物装卸的建筑物。在停靠过程中,船只会与码头不可避免地碰撞而造成船体的摇晃,这对船上的货物可能会造成损伤,抑或是对乘客(尤其是行动不便的老人与幼儿)形成安全隐患。目前的部分老旧码头通常采用在码头的接触面悬吊一排废旧轮胎作为简陋的缓冲装置。但是,乘客依然会较大幅度摇晃甚至是摔地受伤,可见缓冲防撞的效果较差。除此之外,由于废旧轮胎的存在,船体和码头之间有约一脚宽的孔隙,废旧轮胎的圆形轮廓在被海(江)浪打湿后非常湿滑,若乘客不留神,容易发生人身安全事故,后果严重。A wharf is a building on the seaside or river that is specially used for ships or ferries to berth, to allow passengers to get on and off, and to load and unload goods. During the docking process, the ship will inevitably collide with the pier and cause the hull to shake, which may cause damage to the cargo on board, or pose a safety hazard to passengers (especially the elderly and young children with limited mobility). At present, some old wharves usually use a row of waste tires suspended on the contact surface of the wharf as a simple buffer device. However, passengers will still be shaken significantly or even injured when they fall to the ground, which shows that the effect of cushioning and anti-collision is poor. In addition, due to the existence of waste tires, there is a foot-wide gap between the hull and the wharf. The circular outline of waste tires is very slippery after being wet by sea (river) waves. If passengers are not careful, personal safety accidents are prone to occur, with serious consequences.
发明内容Contents of the invention
本发明的目的在于现有老旧码头的防撞缓冲设备的不足,提供一种适用于码头的防撞装置,其缓冲效果好、耐久性强、构件制作和拼装方便、对周围环境影响较小且造价较低。The purpose of the present invention is to provide an anti-collision device suitable for the dock due to the shortcomings of the existing anti-collision buffer equipment, which has good buffer effect, strong durability, convenient component fabrication and assembly, less impact on the surrounding environment and low cost.
本发明的目的是通过以下技术方案来实现的:一种适用于码头的防撞装置,该装置包括悬臂式人行踏板、H型钢、缓冲串以及底板;所述悬臂式人行踏板位于整个装置的顶部,悬臂式人行踏板的横行面为L形,弯折的短边固定在码头上,长边为悬臂结构,作为乘客上下船的通道;所述底板位于整个装置的底部,悬臂式人行踏板和底板之间,沿长度方向等距焊接若干竖向H型钢,H型钢外侧套有缓冲串,缓冲串不受约束,能够随水位变化而自由升降,并且紧贴着所要保护的码头,在空间上形成挡墙式围护状态;所述缓冲串由从上至下依次叠加固定的废旧轮胎和填充在废旧轮胎内侧的轻质柔性填充物构成;所述废旧轮胎作为缓冲吸能的主体;所述轻质柔性填充物由聚氨酯泡沫和天然橡胶从内至外交替紧贴环绕组成,最内层用聚氨酯泡沫进行填充,形成包围H型钢的圆柱;相邻H型钢的距离大于废旧轮胎的直径,且悬臂式人行踏板和底板的宽度均小于废旧轮胎的直径。The purpose of the present invention is achieved through the following technical solutions: a kind of anti-collision device suitable for docks, the device includes cantilevered pedestrian pedals, H-shaped steel, buffer strings and bottom plates; H-shaped steel. The outer side of the H-shaped steel is covered with buffer strings. The buffer strings are unconstrained and can rise and fall freely with changes in water level, and they are close to the wharf to be protected, forming a retaining wall enclosure in space; the buffer strings are composed of waste tires that are superimposed and fixed from top to bottom and light flexible fillers filled inside the waste tires; the waste tires are used as the main body of buffering and energy absorption; the light flexible fillers are composed of polyurethane foam and natural rubber. A column of shaped steel; the distance between adjacent H-shaped steels is greater than the diameter of waste tires, and the width of the cantilevered pedestrian pedal and the bottom plate are both smaller than the diameter of waste tires.
进一步地,所述H型钢翼缘板与码头平行放置,以抵挡船只撞击码头时产生的弯矩。Further, the H-shaped steel flange plate is placed parallel to the wharf to resist the bending moment generated when the ship hits the wharf.
进一步地,所述废旧轮胎个数视工程具体情况确定,每列之间可保持一致,或从中间向两端依次减少。Further, the number of waste tires is determined depending on the specific conditions of the project, and each row can be kept consistent, or decreased from the middle to both ends.
进一步地,所述废旧轮胎直径在60cm至80cm之间,视工程具体情况进行选择。Further, the diameter of the waste tires is between 60cm and 80cm, which is selected according to the specific conditions of the project.
进一步地,所述聚氨酯泡沫和天然橡胶的圈数和宽度视废旧轮胎规模而定。Further, the number of turns and the width of the polyurethane foam and natural rubber depend on the scale of waste tires.
进一步地,所述悬臂式人行踏板的材质为镀锌花纹钢板,外伸段用一定厚度的天然橡胶进行包裹。Further, the material of the cantilevered pedestrian pedal is galvanized checkered steel plate, and the overhanging section is wrapped with a certain thickness of natural rubber.
进一步地,所述H型钢表面涂抹抗腐蚀层,以有效防止水体的腐蚀作用。Further, the surface of the H-shaped steel is coated with an anti-corrosion layer to effectively prevent the corrosion of water bodies.
进一步地,所述悬臂式人行踏板相对于客船出入口,其两端预留半米长度,底板尺寸、连接方式与悬臂式人行踏板相同,且均涂抹抗腐蚀层,以有效防止水体的腐蚀作用。Further, relative to the entrance and exit of the passenger ship, the two ends of the cantilevered pedestrian pedal are reserved with a length of half a meter. The size and connection method of the bottom plate are the same as those of the cantilevered pedestrian pedal, and both are coated with an anti-corrosion layer to effectively prevent the corrosion of the water body.
本发明的有益效果是:人行通道表面设有防滑花纹,提高了乘客上下船时的便捷性和安全性;上下两块钢板将分散的H型钢通过焊接而联系起来,整体性更好,受到冲击时结构内部的自我调节,更大程度地保护码头与船体;废旧轮胎从原先圆截面受压转变为侧面受挤压,可变形程度更大,加之轻质柔性填充物的受力变形能够最大程度地吸收船体冲撞码头时产生的动能;剩余的能量由钢结构框架承担,而H型钢的抵抗弯矩和剪力的性能都比较好;装置由废旧轮胎、轻质柔性填充物、H型钢的优化组合形成三重防撞体系,使得码头效果更有保障;针对海(江)浪的水体腐蚀,装置不仅采用了抗海水冲刷性能的聚氨酯泡沫、天然橡胶粒,还在钢材表面涂抹致密覆盖层,以提高耐久性;轻质柔性填充物由聚氨酯泡沫与天然橡胶交替环绕组成,使缓冲串随水位变化而升降,随时处于防撞的合理位置;将废旧轮胎进行改造利用,一定程度上解决了废旧轮胎难降解的环境问题,提高了经济效益;整个装置通过上下两块钢板与码头通过螺栓连接,便于安装和拆卸。The beneficial effects of the present invention are: the surface of the walkway is provided with anti-slip patterns, which improves the convenience and safety of passengers getting on and off the ship; the upper and lower steel plates connect the scattered H-shaped steels by welding, so that the integrity is better, and the internal self-regulation of the structure protects the wharf and the hull to a greater extent when it is impacted; the waste tires change from the compression of the original circular section to the extrusion of the side, and the deformability is greater. , while H-shaped steel has better performance in resisting bending moment and shearing force; the device is composed of waste tires, light flexible filler, and H-shaped steel to form a triple anti-collision system, which makes the pier effect more secure; for the water corrosion of sea (river) waves, the device not only uses polyurethane foam and natural rubber particles with anti-seawater erosion performance, but also applies a dense covering layer on the surface of the steel to improve durability; the lightweight flexible filler is alternately surrounded by polyurethane foam and natural rubber, so that the buffer string rises and falls with the change of water level, and is in the anti-collision position at any time Reasonable location; the transformation and utilization of waste tires solves the environmental problem that waste tires are difficult to degrade to a certain extent, and improves economic benefits; the whole device is connected to the wharf by bolts through two upper and lower steel plates, which is convenient for installation and disassembly.
附图说明Description of drawings
图1是本发明适用于码头的防撞装置的正视图;Fig. 1 is the front view that the present invention is applicable to the anti-collision device of wharf;
图2是本发明的主体框架示意图;Fig. 2 is a schematic diagram of the main frame of the present invention;
图3是本发明的底板的螺栓口位置和H型钢焊接位置示意图;Fig. 3 is the bolt opening position of base plate of the present invention and H-shaped steel welding position schematic diagram;
图4是本发明的反映轻质柔性填充物组成的俯视图;Fig. 4 is the top view that reflects the composition of lightweight flexible filler of the present invention;
图中,悬臂式人行踏板1、H型钢2、缓冲串3、底板4、废旧轮胎5、H型钢焊接位置6、聚氨酯泡沫7、天然橡胶8、螺栓9。In the figure, cantilever type pedestrian pedal 1, H-shaped steel 2, buffer string 3, bottom plate 4, waste tire 5, H-shaped steel welding position 6, polyurethane foam 7, natural rubber 8, and bolt 9.
具体实施方式Detailed ways
下面结合附图对本发明作进一步详细说明。The present invention will be described in further detail below in conjunction with the accompanying drawings.
如图1、2所示,本发明提供一种适用于码头的防撞装置,该装置包括悬臂式人行踏板1、H型钢2、缓冲串3以及底板4;所述悬臂式人行踏板1位于整个装置的顶部,悬臂式人行踏板1的横行面为L形,弯折的短边固定在码头上,长边为悬臂结构,作为乘客上下船的通道;所述底板4位于整个装置的底部,悬臂式人行踏板1和底板4之间,沿长度方向等距焊接若干竖向H型钢2,H型钢2外侧套有缓冲串3,缓冲串3不受约束,能够随水位变化而自由升降,并且紧贴着所要保护的码头,在空间上形成挡墙式围护状态;臂式人行踏板1、H型钢2以及底板4共同形成防撞装置的主体框架;所述缓冲串3由从上至下依次叠加固定的废旧轮胎5和填充在废旧轮胎5内侧的轻质柔性填充物构成;所述废旧轮胎5作为缓冲吸能的主体,所述废旧轮胎5个数视工程具体情况确定,每列之间可保持一致,或从中间向两端依次减少。相邻H型钢2的距离大于废旧轮胎5的直径,且悬臂式人行踏板1和底板4的宽度均小于废旧轮胎5的直径。所述悬臂式人行踏板1的材质为镀锌花纹钢板,外伸段用一定厚度的天然橡胶进行包裹。所述H型钢2表面涂抹抗腐蚀层,以有效防止水体的腐蚀作用。As shown in Figures 1 and 2, the present invention provides a kind of anti-collision device applicable to the wharf, the device includes a cantilevered pedestrian pedal 1, H-shaped steel 2, a buffer string 3 and a base plate 4; the cantilevered pedestrian pedal 1 is located at the top of the whole device, the transverse surface of the cantilevered pedestrian pedal 1 is L-shaped, the bent short side is fixed on the dock, and the long side is a cantilever structure, which is used as a passage for passengers to get on and off the ship; A number of vertical H-shaped steel 2 are welded, and the outer side of the H-shaped steel 2 is covered with buffer strings 3. The buffer strings 3 are not constrained, can freely rise and fall with changes in water level, and are close to the wharf to be protected, forming a retaining wall enclosure in space; the arm-type pedestrian pedal 1, H-shaped steel 2 and the bottom plate 4 jointly form the main frame of the anti-collision device; The main body, the 5 numbers of waste tires are determined depending on the specific conditions of the project, and each column can be kept consistent, or decreased from the middle to both ends. The distance between adjacent H-shaped steels 2 is greater than the diameter of the waste tire 5 , and the widths of the cantilevered pedestrian pedal 1 and the bottom plate 4 are both smaller than the diameter of the waste tire 5 . The material of the cantilevered pedestrian pedal 1 is galvanized checkered steel plate, and the overhanging section is wrapped with a certain thickness of natural rubber. The surface of the H-shaped steel 2 is coated with an anti-corrosion layer to effectively prevent the corrosion of water bodies.
如图3所示,所述H型钢2焊接在底板4的H型钢焊接位置6上,H型钢2的翼缘板与码头平行放置,以抵挡船只撞击码头时产生的弯矩。所述悬臂式人行踏板1相对于客船出入口,其两端预留半米长度,底板4尺寸、连接方式与悬臂式人行踏板1相同,均通过螺栓9与码头连接,且均涂抹抗腐蚀层,以有效防止水体的腐蚀作用。As shown in Figure 3, the H-shaped steel 2 is welded on the H-shaped steel welding position 6 of the bottom plate 4, and the flange plate of the H-shaped steel 2 is placed in parallel with the wharf to resist the bending moment generated when the ship hits the wharf. The cantilevered pedestrian pedal 1 has a length of half a meter reserved at its two ends relative to the entrance and exit of the passenger ship. The size and connection method of the bottom plate 4 are the same as the cantilevered pedestrian pedal 1. They are all connected to the wharf by bolts 9, and are all coated with an anti-corrosion layer to effectively prevent the corrosion of the water body.
如图4所示,所述轻质柔性填充物由聚氨酯泡沫7和天然橡胶8从内至外交替紧贴环绕组成,最内层用聚氨酯泡沫7进行填充,形成包围H型钢2的圆柱;用天然橡胶8紧贴圆柱环绕一圈后,聚氨酯泡沫7再紧贴其环绕一圈,交替紧贴环绕,圈数和宽度视废旧轮胎3规模具体情况而定;所述废旧轮胎5直径在60cm至80cm之间,视工程具体情况进行统一选择。As shown in Figure 4, the lightweight flexible filler is composed of polyurethane foam 7 and natural rubber 8 that are alternately adhered to and surrounded from the inside to the outside, and the innermost layer is filled with polyurethane foam 7 to form a cylinder surrounding the H-shaped steel 2; after the natural rubber 8 is used to cling to the cylinder for one circle, the polyurethane foam 7 is closely adhered to it for another circle, alternately clinging and surrounding, the number of circles and width depends on the specific situation of the waste tire 3;
装置工作时,缓冲串3会随着水位的涨落而浮动至船体靠岸时的触碰位置。船体停泊前通常会减速靠近位于岸边的本装置,首先废旧轮胎5作为第一重屏障,受到碰撞后挤压变形,继续将冲击力传递到其内部的轻质柔性填充物以及H型钢2,通过悬臂式人行踏板1和底板4进行内力调节至最佳受力状态,三者共同受力变形,将船体的部分动能被迅速转化为缓冲串3以及H型钢2的形变能储存起来,使得船体速度降低,通过本装置的缓冲吸能作用,大大耗散了船体对码头的撞击力,仅有小部分残余的冲击能会传递至码头,本装置从耐久性的用材到三重屏障的设计理念,都保障了船只停靠码头时的安全性和稳定性。船体彻底停靠后,打开出入口,乘客即可通过本装置的悬臂式人行踏板1上下船,悬臂式人行踏板1特意采用有花纹的钢板,以增加粗糙程度,提高了乘客上下船时的舒适感和安全性。装置在船员正常的靠岸操作下能有效保护码头建筑,材料的耐磨性和耐久性很好,可以长期保证装置的正常运行。When the device works, the buffer string 3 will float to the touch position when the hull is docked with the fluctuation of the water level. The hull usually decelerates and approaches the device located on the shore before berthing. First, the waste tire 5 is used as the first barrier. After being squeezed and deformed by the collision, the impact force is continuously transmitted to the light flexible filler and the H-shaped steel 2 inside. The internal force is adjusted to the best stress state through the cantilevered pedestrian pedal 1 and the bottom plate 4. The three are jointly deformed by force, and part of the kinetic energy of the hull is quickly converted into the buffer string 3 and the deformation energy of the H-shaped steel 2 is stored, so that the speed of the hull is reduced. The effect greatly dissipates the impact force of the hull on the dock, and only a small part of the residual impact energy will be transmitted to the dock. From the durable material to the design concept of the triple barrier, the device ensures the safety and stability of the ship when it is docked at the dock. After the hull is completely docked, the entrance and exit are opened, and passengers can get on and off the ship through the cantilevered pedestrian pedal 1 of the device. The cantilevered pedestrian pedal 1 is specially made of patterned steel plates to increase the roughness and improve the comfort and safety of passengers when getting on and off the ship. The device can effectively protect the wharf building under the normal docking operation of the crew. The wear resistance and durability of the material are very good, which can ensure the normal operation of the device for a long time.
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CN109629518B (en) * | 2018-12-29 | 2020-11-27 | 同济大学 | A self-floating anti-collision device for aqueducts |
CN112141551A (en) * | 2020-09-28 | 2020-12-29 | 浙江工业大学 | Protection device for tank body end socket of tank truck |
CN112814198A (en) * | 2021-02-26 | 2021-05-18 | 贵州锦丰矿业有限公司 | Simple partition wall for ore yard |
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JPS5336675B2 (en) * | 1974-03-05 | 1978-10-04 | ||
JPS59118909A (en) * | 1982-12-25 | 1984-07-09 | Bridgestone Corp | Rotary type fender device |
JPS60148910A (en) * | 1984-01-13 | 1985-08-06 | Bridgestone Corp | Marine fender device |
JPS6117619A (en) * | 1984-07-03 | 1986-01-25 | Bridgestone Corp | Rotary type fender |
JPS61257517A (en) * | 1985-05-08 | 1986-11-15 | Bridgestone Corp | Fender |
CN201172811Y (en) * | 2007-11-27 | 2008-12-31 | 陈兆红 | A dock crash pad |
CN101725158B (en) * | 2009-11-10 | 2011-12-07 | 南京工业大学 | Bridge cushion cap anticollision buffer bag |
CN204000765U (en) * | 2014-08-22 | 2014-12-10 | 舟山长宏国际船舶修造有限公司 | A kind of anticollision device, collision-prevention device peculiar to vessel |
CN204163052U (en) * | 2014-09-12 | 2015-02-18 | 江苏扬子鑫福造船有限公司 | A kind of ship undocking anticollision device, collision-prevention device |
CN106759089A (en) * | 2017-02-10 | 2017-05-31 | 合肥学院 | Simple mudflat wharf based on waste tires and construction method thereof |
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