CN205242313U - Prevent stumbling and hinder trapezoidal block of preventing - Google Patents
Prevent stumbling and hinder trapezoidal block of preventing Download PDFInfo
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- CN205242313U CN205242313U CN201520910037.8U CN201520910037U CN205242313U CN 205242313 U CN205242313 U CN 205242313U CN 201520910037 U CN201520910037 U CN 201520910037U CN 205242313 U CN205242313 U CN 205242313U
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Abstract
Description
技术领域technical field
本实用新型属于公路防撞设施技术领域,具体涉及一种防绊阻梯形防阻块。The utility model belongs to the technical field of highway anti-collision facilities, in particular to an anti-stumbling trapezoidal anti-blocking block.
背景技术Background technique
在高速公路两侧和中央隔离带通常安装有波形梁护栏,波形梁护栏是交通工程安全设施的最主要部分之一,是一种纵向吸能结构,其作用为:通过自体变形吸收车辆碰撞能量,从而改变车辆行驶方向、阻止车辆越出路外或进入对向车道、最大限度地减少对乘员的伤害。Wave beam guardrails are usually installed on both sides of the expressway and the central isolation zone. The wave beam guardrail is one of the most important parts of traffic engineering safety facilities. It is a longitudinal energy-absorbing structure. Its function is to absorb vehicle collision energy through self-deformation , so as to change the driving direction of the vehicle, prevent the vehicle from going out of the road or entering the opposite lane, and minimize the damage to the occupants.
波形梁护栏的构成如图1所示,主要包括:护栏板1、立柱2和护栏防阻块3;其中,护栏防阻块3采用中空6角结构设计;护栏防阻块3安装在护栏板1和立柱2之间,是护栏板1和立柱2之间的承力部件,其主要作用为:当车辆碰撞到护栏板1上后,护栏防阻块3通过变形吸收碰撞能量,减少碰撞对立柱与路基的变形,进而减小乘员伤害;还可防止车辆前轮在立柱2处的绊阻。The composition of the wave beam guardrail is shown in Figure 1, mainly including: guardrail board 1, column 2 and guardrail anti-blocking block 3; wherein, the guardrail anti-blocking block 3 adopts a hollow hexagonal structure design; the guardrail anti-blocking block 3 is installed on the guardrail board 1 and the column 2 is the load-bearing part between the guardrail 1 and the column 2. Its main function is: when the vehicle collides with the guardrail 1, the guardrail anti-blocking block 3 absorbs the collision energy through deformation and reduces the impact on the collision. The deformation of the column and the roadbed can reduce the injury of the occupants; it can also prevent the front wheels of the vehicle from being blocked at the column 2.
然而,发明人在进行本实用新型的过程中发现,传统6角结构设计的护栏防阻块,仍然具有以下不足:However, the inventor found in the process of carrying out the utility model that the guardrail anti-blocking block with the traditional hexagonal structure design still has the following deficiencies:
(1)护栏防阻块的防绊阻功能较差,有实际应用中,经常出现车辆尤其是小客车在与护栏板碰撞时发生绊阻现象,导致车内乘员受到严重伤害;(2)发生碰撞时,护栏防阻块通过变形所吸收的碰撞能量有限,进行不利于减轻乘员伤害。(1) The anti-stumbling function of the anti-blocking block of the guardrail is poor. In practical applications, vehicles, especially passenger cars, often stumble when they collide with the guardrail, causing serious injuries to the occupants in the car; (2) During a collision, the collision energy absorbed by the anti-blocking block of the guardrail through deformation is limited, which is not conducive to reducing the occupant's injury.
可见,现有护栏防阻块具有防护功能有限的问题,如何有效提高护栏防阻块的防护功能,具有重要意义。It can be seen that the existing guardrail anti-blocking block has the problem of limited protective function, how to effectively improve the protective function of the guardrail anti-blocking block is of great significance.
实用新型内容Utility model content
针对现有技术存在的缺陷,本实用新型提供一种防绊阻梯形防阻块,可有效解决上述问题。Aiming at the defects in the prior art, the utility model provides an anti-stumbling trapezoidal anti-blocking block, which can effectively solve the above problems.
本实用新型采用的技术方案如下:The technical scheme that the utility model adopts is as follows:
本实用新型提供一种防绊阻梯形防阻块,所述防绊阻梯形防阻块为类梯形筒状结构,包括一体成形的底板(10)、顶板(20)、左腹板(30)和右腹板(40);The utility model provides an anti-stumbling trapezoidal anti-blocking block. The anti-stumbling trapezoidal anti-blocking block is a trapezoidal cylindrical structure, including an integrally formed bottom plate (10), top plate (20), and a left web (30). and right web (40);
其中,所述底板(10)和所述顶板(20)相对设置,所述左腹板(30)设置于所述底板(10)和所述顶板(20)的左侧,且分别与所述底板(10)的左侧面和所述顶板(20)的左侧面连接;所述右腹板(40)设置于所述底板(10)和所述顶板(20)的右侧,且分别与所述底板(10)的右侧面和所述顶板(20)的右侧面连接,由此围成筒状结构;Wherein, the bottom plate (10) and the top plate (20) are arranged oppositely, and the left web (30) is arranged on the left side of the bottom plate (10) and the top plate (20), and are respectively connected to the The left side of the bottom plate (10) is connected to the left side of the top plate (20); the right web (40) is arranged on the right side of the bottom plate (10) and the top plate (20), and respectively It is connected with the right side of the bottom plate (10) and the right side of the top plate (20), thereby forming a cylindrical structure;
另外,所述底板(10)为弧形板,开设有用于与立柱紧固的第1安装孔(50);所述顶板(20)、所述左腹板(30)和所述右腹板(40)均为平板,所述顶板(20)开设有用于与护栏板紧固的第2安装孔(60);In addition, the bottom plate (10) is an arc-shaped plate with a first installation hole (50) for fastening to the column; the top plate (20), the left web (30) and the right web (40) are flat plates, and the top plate (20) is provided with a second mounting hole (60) for fastening with the guardrail;
此外,所述顶板(20)和所述左腹板(30)之间的夹角α为锐角;所述顶板(20)和所述右腹板(40)之间的夹角β为锐角。In addition, the angle α between the top plate (20) and the left web (30) is an acute angle; the angle β between the top plate (20) and the right web (40) is an acute angle.
优选的,所述夹角α和所述夹角β的角度值相等。Preferably, the angle values of the included angle α and the included angle β are equal.
优选的,夹角α和夹角β的角度为:80—85度。Preferably, the angle between the angle α and the angle β is 80-85 degrees.
优选的,弧形的所述底板(10)的圆弧半径与待紧固的圆形立柱的立柱半径相等。Preferably, the arc radius of the arc-shaped bottom plate (10) is equal to the column radius of the circular column to be fastened.
优选的,所述底板(10)的圆弧半径为57mm或70mm。Preferably, the arc radius of the bottom plate (10) is 57mm or 70mm.
优选的,所述底板(10)、所述顶板(20)、所述左腹板(30)和所述右腹板(40)的板厚度均为5—6mm。Preferably, the plate thicknesses of the bottom plate (10), the top plate (20), the left web (30) and the right web (40) are all 5-6mm.
优选的,所述防绊阻梯形防阻块的高度h为200mm。Preferably, the height h of the trapezoidal anti-blocking block is 200 mm.
本实用新型提供的防绊阻梯形防阻块具有以下优点:The anti-stumbling trapezoidal anti-blocking block provided by the utility model has the following advantages:
(1)防绊阻梯形防阻块具有良好的防绊阻功能以及优良的吸收碰撞能量的功能,从而减少发生事故时造成的乘员伤亡;(1) Anti-stumbling trapezoidal anti-blocking block has good anti-stumbling function and excellent function of absorbing collision energy, thereby reducing occupant casualties caused by accidents;
(2)防绊阻梯形防阻块固定在立柱和波形梁之间,参与护栏整体作用后,可以使碰撞力分配到更多跨结构上,从而增加护栏的整体强度;(2) The anti-stumbling trapezoidal anti-blocking block is fixed between the column and the wave beam. After participating in the overall function of the guardrail, the collision force can be distributed to more span structures, thereby increasing the overall strength of the guardrail;
(3)还具有结构简单、安装方便以及外形较美观等优点,可大范围推广使用。(3) It also has the advantages of simple structure, convenient installation and beautiful appearance, and can be widely used.
附图说明Description of drawings
图1为安装传统6角结构设计防阻块的波形梁护栏的立体结构示意图;Fig. 1 is the three-dimensional structural representation of the corrugated beam guardrail of traditional hexagonal structure design anti-blocking block;
图2为本实用新型提供的防绊阻梯形防阻块的立体结构示意图;Fig. 2 is the three-dimensional structural schematic diagram of the trapezoidal anti-blocking block provided by the utility model;
图3为本实用新型提供的防绊阻梯形防阻块的立面图;Fig. 3 is the elevation view of the anti-stumbling trapezoidal anti-blocking block provided by the utility model;
图4为本实用新型提供的防绊阻梯形防阻块的侧面示意图;Fig. 4 is a schematic side view of the anti-stumbling trapezoidal anti-blocking block provided by the utility model;
图5为传统6角结构设计防阻块与本实用新型防绊阻梯形防阻块的对照安装示意图。Fig. 5 is a comparison installation diagram of the traditional hexagonal structure design anti-blocking block and the utility model anti-stumbling trapezoidal anti-blocking block.
具体实施方式detailed description
为了使本实用新型所解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本实用新型,并不用于限定本实用新型。In order to make the technical problems, technical solutions and beneficial effects solved by the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.
如图2、图3和图4所示,本实用新型提供一种防绊阻梯形防阻块,防绊阻梯形防阻块为类梯形筒状结构,包括一体成形的底板10、顶板20、左腹板30和右腹板40;As shown in Figure 2, Figure 3 and Figure 4, the utility model provides an anti-stumbling trapezoidal anti-blocking block. Left web 30 and right web 40;
其中,底板10和顶板20相对设置,左腹板30设置于底板10和顶板20的左侧,且分别与底板10的左侧面和顶板20的左侧面连接;右腹板40设置于底板10和顶板20的右侧,且分别与底板10的右侧面和顶板20的右侧面连接,由此围成筒状结构;Wherein, the bottom plate 10 and the top plate 20 are arranged oppositely, the left web 30 is arranged on the left side of the bottom plate 10 and the top plate 20, and is respectively connected with the left side of the bottom plate 10 and the left side of the top plate 20; the right web 40 is arranged on the bottom plate 10 and the right side of the top plate 20, and are respectively connected with the right side of the bottom plate 10 and the right side of the top plate 20, thereby forming a cylindrical structure;
另外,底板10为弧形板,开设有用于与立柱紧固的第1安装孔50,由于弧形板用于与立柱紧固,因此,为提高弧形板安装强度,弧形板的圆弧半径优选设计为与待紧固的立柱的立柱半径相等,目前,市面采用的立柱半径主要有两种规格,分别为57mm和70mm,因此,本实用新型中,弧形板的圆弧半径可设计为57mm或70mm;顶板20、左腹板30和右腹板40均为平板,顶板20开设有用于与护栏板紧固的第2安装孔60;参考图5,为传统6角结构设计防阻块与本实用新型防绊阻梯形防阻块的对照安装示意图。In addition, the bottom plate 10 is a curved plate, which is provided with a first installation hole 50 for fastening with the column. Since the curved plate is used for fastening with the column, in order to improve the installation strength of the curved plate, the arc of the curved plate The radius is preferably designed to be equal to the column radius of the column to be fastened. At present, the column radius used in the market mainly has two specifications, which are 57mm and 70mm respectively. Therefore, in the utility model, the arc radius of the arc plate can be designed 57mm or 70mm; the top plate 20, the left web 30 and the right web 40 are all flat plates, and the top plate 20 is provided with a second mounting hole 60 for fastening with the guardrail; referring to Figure 5, it is designed for the traditional hexagonal structure. Block and the utility model anti-stumbling trapezoidal anti-block block contrast installation schematic diagram.
此外,顶板20和左腹板30之间的夹角α为锐角;顶板20和右腹板40之间的夹角β为锐角。夹角α和夹角β的角度值相等,经试验,当夹角α和夹角β的角度为80—85度,防阻块的防绊阻功能和吸收碰撞能量的效果最好。In addition, the angle α between the top plate 20 and the left web 30 is an acute angle; the angle β between the top plate 20 and the right web 40 is an acute angle. The included angle α and the included angle β are equal in value. According to tests, when the angle between the included angle α and the included angle β is 80-85 degrees, the anti-blocking function of the anti-blocking block and the effect of absorbing collision energy are the best.
另外,经试验,顶板20、左腹板30和右腹板40的板厚度优选设计为5—6mm,防绊阻梯形防阻块的高度h优选设计为200mm。在该种结构设计下,能够进一步提高防绊阻梯形防阻块的防护功能。In addition, according to tests, the thickness of the top plate 20, the left web 30 and the right web 40 is preferably designed to be 5-6 mm, and the height h of the trapezoidal anti-blocking block is preferably designed to be 200 mm. Under this structural design, the protection function of the anti-stumbling trapezoidal anti-blocking block can be further improved.
通过实车碰撞试验验证,可证实,本实用新型提供的防绊阻梯形防阻块,相比于传统的中空6角结构设计的防阻块,具有以下优点:Through the verification of the real vehicle collision test, it can be confirmed that the anti-stumbling trapezoidal anti-blocking block provided by the utility model has the following advantages compared with the anti-blocking block with the traditional hollow hexagonal structure design:
(1)防绊阻梯形防阻块具有良好的防绊阻功能以及优良的吸收碰撞能量的功能,从而减少发生事故时造成的乘员伤亡;(1) Anti-stumbling trapezoidal anti-blocking block has good anti-stumbling function and excellent function of absorbing collision energy, thereby reducing occupant casualties caused by accidents;
(2)防绊阻梯形防阻块固定在立柱和波形梁之间,参与护栏整体作用后,可以使碰撞力分配到更多跨结构上,从而增加护栏的整体强度;(2) The anti-stumbling trapezoidal anti-blocking block is fixed between the column and the wave beam. After participating in the overall function of the guardrail, the collision force can be distributed to more span structures, thereby increasing the overall strength of the guardrail;
(3)还具有结构简单、安装方便以及外形较美观等优点,可大范围推广使用。(3) It also has the advantages of simple structure, convenient installation and beautiful appearance, and can be widely used.
以上所述仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视本实用新型的保护范围。The above is only a preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made. Retouching should also be considered within the protection scope of the present utility model.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520910037.8U CN205242313U (en) | 2015-11-16 | 2015-11-16 | Prevent stumbling and hinder trapezoidal block of preventing |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520910037.8U CN205242313U (en) | 2015-11-16 | 2015-11-16 | Prevent stumbling and hinder trapezoidal block of preventing |
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| Publication Number | Publication Date |
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| CN205242313U true CN205242313U (en) | 2016-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520910037.8U Expired - Lifetime CN205242313U (en) | 2015-11-16 | 2015-11-16 | Prevent stumbling and hinder trapezoidal block of preventing |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625283A (en) * | 2018-08-08 | 2018-10-09 | 中南大学 | A kind of semi-rigidity rail for high-speed railway bridge |
| CN108832306A (en) * | 2018-06-13 | 2018-11-16 | 中国科学院国家天文台 | A kind of FAST reflecting surface centre bore flexible blockage structure |
-
2015
- 2015-11-16 CN CN201520910037.8U patent/CN205242313U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108832306A (en) * | 2018-06-13 | 2018-11-16 | 中国科学院国家天文台 | A kind of FAST reflecting surface centre bore flexible blockage structure |
| CN108832306B (en) * | 2018-06-13 | 2023-11-03 | 中国科学院国家天文台 | A flexible sealing structure for the center hole of FAST reflective surface |
| CN108625283A (en) * | 2018-08-08 | 2018-10-09 | 中南大学 | A kind of semi-rigidity rail for high-speed railway bridge |
| CN108625283B (en) * | 2018-08-08 | 2023-12-22 | 中南大学 | A semi-rigid guardrail for high-speed railway bridges |
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