CN104047245A - Guard bar and mounting method thereof - Google Patents
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- CN104047245A CN104047245A CN201410323028.9A CN201410323028A CN104047245A CN 104047245 A CN104047245 A CN 104047245A CN 201410323028 A CN201410323028 A CN 201410323028A CN 104047245 A CN104047245 A CN 104047245A
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- 238000000034 method Methods 0.000 title claims abstract description 23
- 239000000463 material Substances 0.000 claims description 7
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 22
- 239000010959 steel Substances 0.000 abstract description 22
- 238000009434 installation Methods 0.000 abstract description 13
- 238000010521 absorption reaction Methods 0.000 abstract description 10
- 238000009826 distribution Methods 0.000 abstract description 6
- 230000008569 process Effects 0.000 abstract description 6
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- 238000003466 welding Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
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Abstract
本发明公开了一种护栏,包括护栏立柱和钢丝绳,护栏立柱包括:能够与钢丝绳连接的圆弧板,圆弧板的个数为两个,且圆弧板的凹面相对布置且焊接连接,圆弧板的圆心角小于180°。从上述技术方案可以看出,本发明提供的护栏包括护栏立柱和与护栏立柱连接的钢丝绳,本方案提供的护栏立柱通过改变护栏立柱的截面形状来调整护栏立柱的纵、横向刚度比,惯性矩相应增大,也增大了事故车辆与护栏碰撞时的接触面积,在事故车辆与护栏立柱的碰撞过程中将碰撞力分解成沿道路切线方向和垂直于道路切线方向两个方向,提高了吸能密度均衡分布的效果和护栏立柱与钢丝绳之间的协同受力能力,在一定程度上提高了护栏的安全性能。本发明还提供的一种护栏安装方法。
The invention discloses a guardrail, which includes a guardrail column and a steel wire rope. The guardrail column includes: an arc plate that can be connected with the steel wire rope. The central angle of the arc plate is less than 180°. It can be seen from the above-mentioned technical scheme that the guardrail provided by the present invention includes a guardrail column and a steel wire rope connected with the guardrail column. The guardrail column provided by this program adjusts the longitudinal and lateral stiffness ratios of the guardrail column by changing the cross-sectional shape of the guardrail column, and the moment of inertia The corresponding increase also increases the contact area when the accident vehicle collides with the guardrail. During the collision process between the accident vehicle and the guardrail column, the collision force is decomposed into two directions along the road tangent direction and perpendicular to the road tangent direction, which improves the absorption capacity. The effect of balanced distribution of energy density and the synergistic force bearing capacity between the guardrail column and the wire rope improve the safety performance of the guardrail to a certain extent. The invention also provides a guardrail installation method.
Description
技术领域technical field
本发明涉及公路安全防护装置技术领域,特别涉及一种护栏及其安装方法。The invention relates to the technical field of road safety protection devices, in particular to a guardrail and an installation method thereof.
背景技术Background technique
现有护栏按力学特性分为刚性护栏、半刚性护栏和柔性护栏。护栏立柱是护栏的一部分,也是决定护栏性能的关键构件之一。Existing guardrails are divided into rigid guardrails, semi-rigid guardrails and flexible guardrails according to their mechanical properties. The guardrail column is a part of the guardrail and one of the key components that determine the performance of the guardrail.
目前,国内的护栏立柱的设计主要侧重防撞性能,其刚度较高,立柱刚度高,在车辆与护栏的碰撞过程中会对车辆起到阻绊作用,不能随着失控车辆的碰撞能的变化而变化,安全性能低。At present, the design of the domestic guardrail column mainly focuses on the anti-collision performance. Its rigidity is high, and the column rigidity is high. During the collision between the vehicle and the guardrail, it will block the vehicle and cannot change with the collision energy of the out-of-control vehicle. And change, safety performance is low.
因此,如何提高护栏立柱的安全性能,成为本领域技术人员亟待解决的技术问题。Therefore, how to improve the safety performance of the guardrail column has become a technical problem to be solved urgently by those skilled in the art.
发明内容Contents of the invention
有鉴于此,本发明提供了一种护栏,以提高护栏立柱的安全性能。本发明还提供了一种护栏安装方法。In view of this, the present invention provides a guardrail to improve the safety performance of the guardrail post. The invention also provides a guardrail installation method.
为实现上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:
一种护栏,包括护栏立柱和与所述护栏立柱连接的钢丝绳,所述护栏立柱包括:A guardrail, comprising a guardrail post and a steel wire rope connected to the guardrail post, the guardrail post comprising:
能够与钢丝绳连接的圆弧板,所述圆弧板的个数为两个,且所述圆弧板的凹面相对布置且焊接连接,所述圆弧板的圆心角小于180°。The circular arc plate that can be connected with the steel wire rope, the number of the circular arc plate is two, and the concave surface of the circular arc plate is arranged oppositely and connected by welding, and the central angle of the circular arc plate is less than 180°.
优选的,在上述护栏中,所述圆弧板的圆心角为100°~150°,所述圆弧板的厚度为4~8mm,所述圆弧板的半径为50~110mm。Preferably, in the guardrail above, the central angle of the arc plate is 100°-150°, the thickness of the arc plate is 4-8 mm, and the radius of the arc plate is 50-110 mm.
优选的,在上述护栏中,所述圆弧板为低碳钢材料制作的圆弧板。Preferably, in the above guardrail, the arc plate is an arc plate made of low carbon steel material.
一种护栏安装方法,用于安装上述任意一项所述的护栏,包括步骤:A guardrail installation method for installing the guardrail described in any one of the above, comprising the steps of:
1)预埋所述护栏立柱,两个所述圆弧板的连接处所在的平面与道路切线方向成α角度,30°≤α≤60°;1) The guardrail column is pre-embedded, and the plane where the connection of the two circular arc plates is located forms an angle α with the tangent direction of the road, 30°≤α≤60°;
2)将所述钢丝绳与所述护栏立柱连接。2) Connect the steel wire rope with the guardrail column.
优选的,在上述护栏安装方法中,所述钢丝绳与所述护栏立柱通过挂钩连接或者通过所述钢丝绳与所述护栏立柱接触面的摩擦副连接。Preferably, in the above guardrail installation method, the steel wire rope is connected to the guardrail post through a hook or through a friction pair between the steel wire rope and the contact surface of the guardrail post.
从上述技术方案可以看出,本发明提供的护栏包括护栏立柱和与护栏立柱连接的钢丝绳,护栏立柱由两个相对布置的圆弧板相互焊接而成,护栏立柱类似椭圆形结构,本方案提供的护栏立柱通过改变护栏立柱的截面形状来调整护栏立柱的纵、横向刚度比,惯性矩相应增大,也增大了事故车辆与护栏碰撞时的接触面积,在事故车辆与护栏立柱的碰撞过程中将碰撞力分解成沿道路切线方向和垂直于道路切线方向两个方向,提高了吸能密度均衡分布的效果和护栏立柱与钢丝绳之间的协同受力能力,在一定程度上提高了护栏的安全性能。It can be seen from the above technical solution that the guardrail provided by the present invention includes a guardrail column and a steel wire rope connected with the guardrail column. The guardrail column is welded by two oppositely arranged circular arc plates. The guardrail column is similar to an elliptical structure. This solution provides The guardrail column adjusts the longitudinal and lateral stiffness ratios of the guardrail column by changing the cross-sectional shape of the guardrail column, and the moment of inertia increases accordingly, which also increases the contact area when the accident vehicle collides with the guardrail. During the collision process between the accident vehicle and the guardrail column The collision force is decomposed into two directions along the tangent direction of the road and perpendicular to the tangent direction of the road, which improves the effect of the balanced distribution of energy absorption density and the cooperative force bearing capacity between the guardrail column and the steel wire rope, and improves the safety of the guardrail to a certain extent. safety performance.
本发明还提供的一种护栏安装方法,在安装的过程中,护栏立柱的圆弧板的连接处所在的平面与道路的切线方向成30°-60°角,能够增大护栏立柱与事故车辆之间的接触面积,使得护栏立柱充分吸能,提高了护栏立柱的安全性能。The invention also provides a guardrail installation method. During the installation process, the plane where the arc plate of the guardrail column is connected is at an angle of 30°-60° to the tangent direction of the road, which can increase the distance between the guardrail column and the accident vehicle. The contact area between them makes the guardrail post fully absorb energy and improves the safety performance of the guardrail post.
附图说明Description of drawings
为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention. Those skilled in the art can also obtain other drawings based on these drawings without creative work.
图1为本发明实施例提供的圆弧角度与最大加速度的折线图;Fig. 1 is the line diagram of arc angle and maximum acceleration provided by the embodiment of the present invention;
图2为本发明实施例提供的圆弧角度与最大偏移量的折线图;Fig. 2 is a broken line diagram of the arc angle and the maximum offset provided by the embodiment of the present invention;
图3为本发明实施例提供的圆弧厚度与最大加速度的折线图;Fig. 3 is a broken line diagram of arc thickness and maximum acceleration provided by an embodiment of the present invention;
图4为本发明实施例提供的圆弧厚度与最大偏移量的折线图;Fig. 4 is a broken line diagram of arc thickness and maximum offset provided by the embodiment of the present invention;
图5为本发明实施例提供的圆弧半径与最大加速度的折线图;Fig. 5 is a line diagram of arc radius and maximum acceleration provided by the embodiment of the present invention;
图6为本发明实施例提供的圆弧半径与最大偏移量的折线图;Fig. 6 is a broken line diagram of arc radius and maximum offset provided by the embodiment of the present invention;
图7为本发明实施例提供的圆弧板的轴线与道路切线的夹角和最大加速度的折线图;Fig. 7 is a broken line diagram of the angle between the axis of the arc plate and the tangent line of the road and the maximum acceleration provided by the embodiment of the present invention;
图8为本发明实施例提供的圆弧板的轴线与道路切线的夹角和最大偏移量的折线图;Fig. 8 is a broken line diagram of the angle between the axis of the arc plate and the road tangent and the maximum offset provided by the embodiment of the present invention;
图9为本发明实施例提供的圆弧板的结构示意图;Fig. 9 is a schematic structural view of an arc plate provided by an embodiment of the present invention;
图10为本发明实施例提供的护栏立柱的俯视图;Fig. 10 is a top view of the guardrail column provided by the embodiment of the present invention;
图11为本发明实施例提供的护栏立柱的主视图;Fig. 11 is a front view of the guardrail column provided by the embodiment of the present invention;
图12为本发明实施例提供的护栏立柱未发生碰撞时的结构示意图;Fig. 12 is a schematic structural view of the guardrail column provided by the embodiment of the present invention when no collision occurs;
图13为本发明实施例提供的护栏立柱发生碰撞后的结构示意图;Fig. 13 is a structural schematic diagram of the guardrail column provided by the embodiment of the present invention after collision;
图14为本发明实施例提供的护栏立柱安装时的结构示意图。Fig. 14 is a schematic structural view of the guardrail column provided by the embodiment of the present invention when it is installed.
具体实施方式Detailed ways
本发明公开了一种护栏,以提高护栏立柱的安全性能。本发明还公开了一种护栏安装方法。The invention discloses a guardrail to improve the safety performance of a guardrail column. The invention also discloses a guardrail installation method.
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
请参阅图1-图14,图1为本发明实施例提供的圆弧角度与最大加速度的折线图;图2为本发明实施例提供的圆弧角度与最大偏移量的折线图;图3为本发明实施例提供的圆弧厚度与最大加速度的折线图;图4为本发明实施例提供的圆弧厚度与最大偏移量的折线图;图5为本发明实施例提供的圆弧半径与最大加速度的折线图;图6为本发明实施例提供的圆弧半径与最大偏移量的折线图;图7为本发明实施例提供的圆弧板的轴线与道路切线的夹角和最大加速度的折线图;图8为本发明实施例提供的圆弧板的轴线与道路切线的夹角和最大偏移量的折线图;图9为本发明实施例提供的圆弧板的结构示意图;图10为本发明实施例提供的护栏立柱的俯视图;图11为本发明实施例提供的护栏立柱的主视图;图12为本发明实施例提供的护栏立柱未发生碰撞时的结构示意图;图13为本发明实施例提供的护栏立柱发生碰撞后的结构示意图,图14为本发明实施例提供的护栏立柱安装时的结构示意图。Please refer to Fig. 1-Fig. 14, Fig. 1 is the line diagram of arc angle and maximum acceleration provided by the embodiment of the present invention; Fig. 2 is the line diagram of arc angle and maximum offset provided by the embodiment of the present invention; Fig. 3 The line graph of arc thickness and maximum acceleration provided for the embodiment of the present invention; Fig. 4 is the line graph of arc thickness and maximum offset provided by the embodiment of the present invention; Fig. 5 is the arc radius provided by the embodiment of the present invention and the broken line diagram of maximum acceleration; Fig. 6 is the broken line diagram of the arc radius and the maximum offset provided by the embodiment of the present invention; Fig. 7 is the included angle and the maximum A broken line graph of acceleration; FIG. 8 is a broken line graph of the angle between the axis of the arc plate and the road tangent and the maximum offset provided by the embodiment of the present invention; FIG. 9 is a schematic structural diagram of the arc plate provided by the embodiment of the present invention; Fig. 10 is a top view of the guardrail post provided by the embodiment of the present invention; Fig. 11 is a front view of the guardrail post provided by the embodiment of the present invention; Fig. 12 is a structural schematic diagram of the guardrail post provided by the embodiment of the present invention when no collision occurs; Fig. 13 It is a schematic structural diagram of the guardrail post provided by the embodiment of the present invention after collision, and FIG. 14 is a structural schematic view of the guardrail post provided by the embodiment of the present invention when it is installed.
一种护栏,包括护栏立柱和与护栏立柱连接的钢丝绳,护栏立柱包括:A guardrail, comprising a guardrail post and a steel wire rope connected to the guardrail post, the guardrail post comprising:
能够与钢丝绳连接的圆弧板1,圆弧板1的个数为两个,且圆弧板1的凹面相对布置且焊接连接,圆弧板1的圆心角小于180°。There are two circular arc plates 1 that can be connected with steel wire ropes, and the concave surfaces of the circular arc plates 1 are arranged oppositely and connected by welding, and the central angle of the circular arc plates 1 is less than 180°.
本方案提供的护栏立柱,通过两个相对布置的圆弧板1焊接而成,护栏立柱整体呈类椭圆形结构,立柱垂直与地面布置,通过改变护栏立柱的截面形状从而来调整护栏立柱的纵、横向刚度比,在同等材料的条件下,本方案提供的护栏立柱能有效的增大与事故车辆的接触面积,大大减小了碰撞时的接触应力,达到吸能密度均衡分布的效果;另外,本方案提供的护栏立柱为空心立柱,强度相对于现有技术中的护栏立柱刚度低,与钢丝绳协同受力能力能大大提高,能够平稳吸收碰撞能量,既保证了护栏具有良好的防撞性能,同时保证了车内乘员安全,且具有成本低、易制造、环保和易于施工的等优点。The guardrail column provided by this scheme is welded by two oppositely arranged circular arc plates 1. The overall guardrail column has a quasi-elliptical structure, and the column is vertically arranged with the ground. , lateral stiffness ratio, under the same material conditions, the guardrail column provided by this scheme can effectively increase the contact area with the accident vehicle, greatly reduce the contact stress during collision, and achieve the effect of balanced distribution of energy absorption density; in addition , the guardrail column provided by this scheme is a hollow column, the strength is lower than that of the guardrail column in the prior art, and the force bearing capacity can be greatly improved in cooperation with the steel wire rope, and the collision energy can be smoothly absorbed, which not only ensures that the guardrail has good anti-collision performance , while ensuring the safety of the occupants in the vehicle, and has the advantages of low cost, easy manufacture, environmental protection and easy construction.
本方案提供的护栏立柱在与车辆发生碰撞的过程中,吸能过程分为三个阶段:在车辆刚刚与护栏立柱接触时,护栏立柱与事故车辆之间具有最大的接触面积,此时能够实现吸能密度的均衡分布和吸能的最大化,护栏立柱产生轻微的弯曲变形;车辆与护栏碰撞中期,车辆进一步与护栏立柱发生接触,护栏立柱的圆弧板1发生进一步的形变,此时钢丝绳与护栏立柱协同承受碰撞力,进一步降低车速和偏移量;在车辆碰撞护栏后期,在车辆碰撞力作用下,护栏立柱发生弯曲塑性变形,吸收车辆剩余的碰撞能,此时事故车辆停止运动。本方案提供的护栏立柱,在护栏立柱与事故车辆的碰撞过程中,能够将碰撞力分解为两个方向,一个沿道路切线方向,另一个沿垂直于道路切线方向,对碰撞力起到了分解作用,进一步实现吸能密度的均衡分布和吸能的最大化。During the collision between the guardrail column provided by this scheme and the vehicle, the energy absorption process is divided into three stages: when the vehicle just comes into contact with the guardrail column, there is the largest contact area between the guardrail column and the accident vehicle. With the balanced distribution of energy absorption density and the maximization of energy absorption, the guardrail column produces slight bending deformation; in the middle of the collision between the vehicle and the guardrail, the vehicle further contacts with the guardrail column, and the arc plate 1 of the guardrail column undergoes further deformation. At this time, the wire rope Cooperate with the guardrail column to bear the collision force, further reduce the vehicle speed and offset; in the later stage of the vehicle collision with the guardrail, under the action of the vehicle collision force, the guardrail column undergoes bending and plastic deformation to absorb the remaining collision energy of the vehicle, and the accident vehicle stops at this time. The guardrail column provided by this scheme can decompose the collision force into two directions during the collision process between the guardrail column and the accident vehicle, one along the tangential direction of the road, and the other along the direction perpendicular to the tangent of the road, which plays a role in decomposing the collision force , to further realize the balanced distribution of energy absorption density and the maximization of energy absorption.
为了进一步优化上述技术方案,在本发明的一具体实施例中,In order to further optimize the above technical solution, in a specific embodiment of the present invention,
圆弧板1的圆心角为100°~150°,圆弧板1的厚度为4~8mm,圆弧板1的半径为50~110mm。The central angle of the arc plate 1 is 100°-150°, the thickness of the arc plate 1 is 4-8 mm, and the radius of the arc plate 1 is 50-110 mm.
针对小型车,主要是减小其最大加速度,降低乘客危险,针对大型车,主要是减小其最大偏移量,避免二次事故的发生,因此对于小型车和大型车行驶路况的不同,护栏立柱的参数也会发生相应的变化,参考图1-图8内容可知:For small cars, it is mainly to reduce its maximum acceleration and reduce the risk of passengers. For large cars, it is mainly to reduce its maximum offset to avoid secondary accidents. Therefore, for the different driving conditions of small cars and large cars, the guardrail The parameters of the column will also change accordingly. Refer to Figure 1-Figure 8 to see:
1)圆弧板1的圆心角设计参数:针对小型车的行驶路况,圆弧板1的圆心角设置在100°-125°范围内,由图1和图2可知,随着圆心角的增大,小型车的最大加速度呈线性递增趋势,最大偏移量呈线性递减趋势,优选的,考虑小型车内司机和乘客的安全,圆弧板1的圆心角越小越好;针对大型车的行驶路况,圆弧板1的圆心角设置在125°-150°范围内,由图1和图2可知,随着圆心角的增大,大型车的最大加速度呈线性递增趋势,最大偏移量呈线性递减趋势,优选的,考虑到大型车容易造成二次事故的情况,圆弧板1的圆心角越大越好。1) Design parameters of the central angle of the circular arc plate 1: for the driving conditions of small cars, the central angle of the circular arc plate 1 is set within the range of 100°-125°. The maximum acceleration of large and small cars shows a linear increasing trend, and the maximum offset shows a linear decreasing trend. Preferably, considering the safety of drivers and passengers in small cars, the smaller the central angle of the arc plate 1, the better; for large cars Driving conditions, the central angle of the circular arc plate 1 is set within the range of 125°-150°, as can be seen from Figure 1 and Figure 2, with the increase of the central angle, the maximum acceleration of large vehicles shows a linear increasing trend, and the maximum offset It shows a linear decreasing trend. Preferably, considering that large vehicles are likely to cause secondary accidents, the larger the central angle of the arc plate 1, the better.
2)圆弧板1的圆弧厚度设计参数:针对小型车行驶路况,圆弧板1的厚度设置在4-6mm范围内,由图3和图4可知,随着圆弧板1厚度的增大,小型车的最大加速度呈线性递增趋势,最大偏移量呈线性递减趋势,优选的,考虑到小型车内司机与乘客的安全,圆弧板1的厚度越小越好,刚度小,可以起到良好的导向性作用;针对大型车的行驶路况,圆弧板1的厚度设置在5-8mm范围内,由图3和图4可知,随着圆弧厚度的增大,大型车的最大加速度呈线性递增趋势,最大偏移量呈线性递减趋势,优选的,考虑到大型车容易造成二次事故的情况,圆弧板1的厚度越大越好,达到一定的刚度,有效阻拦车辆。2) The arc thickness design parameters of the arc plate 1: for the driving conditions of small cars, the thickness of the arc plate 1 is set in the range of 4-6mm. The maximum acceleration of large and small cars shows a linear increasing trend, and the maximum offset shows a linear decreasing trend. Preferably, considering the safety of the driver and passengers in the small car, the thickness of the arc plate 1 is as small as possible, and the stiffness is small. Play a good guiding role; for the driving conditions of large vehicles, the thickness of the arc plate 1 is set in the range of 5-8mm, as can be seen from Figure 3 and Figure 4, with the increase of the thickness of the arc, the maximum thickness of the large vehicle The acceleration shows a linear increasing trend, and the maximum offset shows a linear decreasing trend. Preferably, considering that large vehicles are likely to cause secondary accidents, the thicker the arc plate 1, the better, so as to achieve a certain rigidity and effectively block vehicles.
3)圆弧板1的圆弧半径设计参数:针对小型车行驶路况,圆弧板1的圆弧半径设置在50-80mm范围内,由图5和图6可知,随着圆弧板1的圆弧半径的增大,小型车的最大加速度呈线性递增趋势,最大偏移量呈线性递减趋势,优选的,考虑到小型车内司机和乘客的安全,圆弧板1的圆弧半径越小越好,在碰撞过程中能够对车辆起到有效的缓冲作用,充分吸能;针对大型车的行驶路况,圆弧板1的圆弧半径设置在80-110mm范围内,由图5和图6可知,随着圆弧板1的圆弧半径的增大,大型车的最大加速度呈线性递增趋势,最大偏移量呈线性递减趋势,且递减较快,优选的,考虑到大型车容易造成二次事故的情况,圆弧板1的圆弧半径越大越好,能够增大护栏立柱与车辆之间的接触面积,有效吸能。3) Design parameters of the arc radius of the arc plate 1: for the driving conditions of small cars, the arc radius of the arc plate 1 is set within the range of 50-80mm, as can be seen from Figures 5 and 6, with the As the arc radius increases, the maximum acceleration of the small car shows a linear increasing trend, and the maximum offset shows a linear decreasing trend. Preferably, considering the safety of the driver and passengers in the small car, the smaller the arc radius of the arc plate 1 The better, it can effectively buffer the vehicle during the collision process and fully absorb energy; for the driving conditions of large vehicles, the arc radius of the arc plate 1 is set within the range of 80-110mm, as shown in Figure 5 and Figure 6 It can be seen that with the increase of the arc radius of the arc plate 1, the maximum acceleration of the large vehicle shows a linear increasing trend, and the maximum offset shows a linear decreasing trend, and the decrease is relatively fast. Preferably, considering that large vehicles are likely to cause two In the case of an accident, the larger the arc radius of the arc plate 1, the better, which can increase the contact area between the guardrail column and the vehicle and effectively absorb energy.
本发明源于耐撞性拓扑优化结果。传统的拓扑优化方法一般用于静态和简单的动态优化,以灵敏度分析为基础,不能解决瞬时加载和复杂的边界条件的拓扑优化问题,本方案运用耐撞性拓扑优化技术解决瞬态非线性大变形的连续拓扑优化问题,采用变密度法:变密度法借助有限元方法实现,每个单元的材料密度作为设计变量,材料密度可在0到1之间连续变化,各个单元的刚度和强度被假想成与材料密度符合某种线性关系,优化后根据单元密度进行删减以得到最优的拓扑结构。该方法在给定的设计域内获得既满足约束条件又满足目标函数的最佳材料分布方案,它只需设计者给出设计域、约束条件及优化目标,就能自动算出结构最优的拓扑构型。本发明以《公路护栏安全性评价标准JTGB05-01-2013》中A级护栏的碰撞条件为基础,将200mm*200mm的正方形截面立柱设置为优化区域,以车辆的导向性、立柱内能密度一致性和吸能最大化为拓扑优化的约束条件,以优化质量比作为拓扑优化目标,综合分析不同质量比对应结果,提取拓扑构型。The invention is derived from crashworthiness topology optimization results. The traditional topology optimization method is generally used for static and simple dynamic optimization. Based on sensitivity analysis, it cannot solve the topology optimization problem of instantaneous loading and complex boundary conditions. This scheme uses crashworthy topology optimization technology to solve transient nonlinear large The continuous topology optimization problem of deformation adopts the variable density method: the variable density method is realized by means of the finite element method, and the material density of each unit is used as a design variable, and the material density can be continuously changed between 0 and 1, and the stiffness and strength of each unit are determined by It is assumed that it conforms to a certain linear relationship with the material density, and after optimization, it is deleted according to the cell density to obtain the optimal topology. This method obtains the optimal material distribution scheme that satisfies both the constraints and the objective function in a given design domain. It only needs the designer to give the design domain, constraints and optimization goals to automatically calculate the optimal topology structure. type. The present invention is based on the collision conditions of A-level guardrails in the "Highway Guardrail Safety Evaluation Standard JTGB05-01-2013", and sets a 200mm*200mm square cross-section column as an optimized area, so that the vehicle's orientation and the internal energy density of the column are consistent Maximization of property and energy absorption is the constraint condition of topology optimization, and the optimization of mass ratio is taken as the goal of topology optimization, and the corresponding results of different mass ratios are comprehensively analyzed to extract the topological configuration.
为了保证护栏的使用强度,圆弧板为低碳钢材料制作的圆弧板。In order to ensure the strength of the guardrail, the arc plate is made of low carbon steel.
本发明还公开了一种护栏安装方法,用于安装上述护栏,包括步骤:The present invention also discloses a guardrail installation method, which is used to install the above-mentioned guardrail, comprising steps:
1)预埋护栏立柱,护栏立柱为上述护栏立柱,两个圆弧板1的连接处所在的平面与道路切线方向成α角度,其中α角度的范围是:30°≤α≤60°,能够保证在碰撞过程中,事故车辆能够与护栏立柱发生较大面积的接触,使得护栏立柱能够充分吸能;1) Pre-embedded guardrail column, the guardrail column is the above-mentioned guardrail column, and the plane where the connection of the two circular arc plates 1 is located forms an angle α with the tangent direction of the road, wherein the range of the α angle is: 30°≤α≤60°, which can Ensure that during the collision, the accident vehicle can have a large area of contact with the guardrail column, so that the guardrail column can fully absorb energy;
2)将钢丝绳与护栏立柱连接,使得在碰撞过程中,钢丝绳和护栏立柱协同受力,既能保证护栏的防撞能力,也能保证护栏的导向性。2) Connect the steel wire rope to the guardrail column, so that during the collision process, the steel wire rope and the guardrail column are jointly stressed, which can not only ensure the anti-collision ability of the guardrail, but also ensure the guidance of the guardrail.
为了进一步优化上述技术方案,在本发明的一具体实施例中,钢丝绳与护栏立柱通过挂钩连接或者通过所述钢丝绳与所述护栏立柱接触面的摩擦副连接,钢丝绳的层数为2-5层层,且每层包含一根或者多根钢丝绳。In order to further optimize the above technical solution, in a specific embodiment of the present invention, the steel wire rope is connected to the guardrail column through a hook or through the friction pair of the contact surface between the steel wire rope and the guardrail column, and the number of layers of the steel wire rope is 2-5 layers. layers, and each layer contains one or more steel wire ropes.
在车辆与护栏立柱碰撞中期,钢丝绳和事故车辆共同作用在护栏立柱上,护栏立柱的两个圆弧板1产生挤压变形,上层钢丝绳向上弹出,有效保护大型客车,使其不会发生骑跨或者翻越防护栏,下层两根钢丝绳可以有效保护小型轿车不会钻出,从而有效的保护了人员和车辆。In the middle stage of the collision between the vehicle and the guardrail column, the steel wire rope and the accident vehicle act together on the guardrail column, the two arc plates 1 of the guardrail column are squeezed and deformed, and the upper steel wire rope is ejected upwards, effectively protecting the large bus from straddling Or climb over the protective fence, the two steel wire ropes in the lower layer can effectively protect the small car from getting out, thereby effectively protecting personnel and vehicles.
另外,为了进一步提高吸能效果,圆弧板1安装角度具有一定的要求,安装角度的参数设计:In addition, in order to further improve the energy absorption effect, the installation angle of the arc plate 1 has certain requirements, and the parameter design of the installation angle is:
针对小型车的行驶路况,两个圆弧板1连接处所在的平面与道路切线之间的夹角为30°-45°,由图7和图8可知,随着安装角度的增大,小型车的最大加速度呈线性递减趋势,且递减速度较快,最大偏移量呈线性递增趋势,且递增较慢,考虑到小型车内司机和乘客的安全,优选的,小型车行驶路况,圆弧板1的轴线与道路切线之间的夹角越大越好,增大护栏立柱与车辆之间的碰撞面积,使立柱充分吸能;针对大型车的行驶路况,两个圆弧板1连接处所在的平面与道路切线之间的夹角为45°-60°,由图7和图8可知,随着安装角度的增大,大型车的最大加速度几乎成平稳趋势,最大偏移量呈线性递增趋势,考虑到大型车本身质量大,导致惯性大,容易发生二次事故的情况,圆弧板1的轴线与道路切线之间的夹角越大越好,增大车辆与护栏立柱的接触面积,起到有效的缓冲作用。For the driving conditions of small cars, the angle between the plane where the two circular arc plates 1 are connected and the road tangent is 30°-45°. It can be seen from Figure 7 and Figure 8 that with the increase of the installation angle, the small The maximum acceleration of the car shows a linear decreasing trend, and the decreasing speed is fast, and the maximum offset shows a linear increasing trend, and the increasing is slow. Considering the safety of the driver and passengers in the small car, it is preferable that the driving conditions of the small car, the circular arc The greater the angle between the axis of the plate 1 and the tangent of the road, the better, to increase the collision area between the guardrail column and the vehicle, so that the column can fully absorb energy; for the driving conditions of large vehicles, the joint of the two arc plates 1 is The angle between the plane and the road tangent is 45°-60°. From Figure 7 and Figure 8, it can be seen that with the increase of the installation angle, the maximum acceleration of the large vehicle is almost stable, and the maximum offset increases linearly. Trend, considering the large mass of the large vehicle itself, resulting in large inertia and prone to secondary accidents, the larger the angle between the axis of the arc plate 1 and the tangent of the road, the better, and the larger the contact area between the vehicle and the guardrail column, play an effective buffer role.
本方案提供的护栏立柱不仅可以用于柔性护栏,也可以用于半刚性护栏。The guardrail column provided by this scheme can be used not only for flexible guardrails, but also for semi-rigid guardrails.
本方案提供的护栏不仅适用于路侧防护,也适用于路中防护。The guardrail provided by this scheme is not only suitable for roadside protection, but also suitable for roadside protection.
该方案提供的装置能很好的满足护栏安全评价指标,具有成本低廉,安装方便,后期维护成本低等特点,当发生碰撞后,只需要将发生变形的护栏立柱更换,将新的护栏立柱与钢丝绳固定即可。The device provided by this scheme can well meet the guardrail safety evaluation index, and has the characteristics of low cost, convenient installation, and low maintenance cost in the later period. When a collision occurs, only the deformed guardrail column needs to be replaced, and the new guardrail The wire rope is fixed.
对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本发明。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下,在其它实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
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