CN219315587U - Wave beam guardrail structure with adjustable stand height - Google Patents
Wave beam guardrail structure with adjustable stand height Download PDFInfo
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- CN219315587U CN219315587U CN202320391106.3U CN202320391106U CN219315587U CN 219315587 U CN219315587 U CN 219315587U CN 202320391106 U CN202320391106 U CN 202320391106U CN 219315587 U CN219315587 U CN 219315587U
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Abstract
本实用新型提供一种立柱高度可调节的波形梁护栏结构,包括下部立柱、上部立柱和立柱套管;将护栏立柱截断为下部立柱和上部立柱,截断位置为截断面;立柱套管套于下部立柱和上部立柱的截断面的外部。具有以下优点:将护栏立柱截断为上部立柱和下部立柱,采用预留螺栓孔的立柱套管进行连接,立柱套管的预留螺栓孔为提高护栏设置高度预留条件。在保证波形梁护栏防护能力的前提下,大大提升了调节护栏梁板与地面高度差的灵活性;本实用新型仅需要对传统波形梁护栏进行非常小的改造,即可有效解决传统波形梁护栏在道路路面加铺改造时的继续利用问题,具有工程经济性良好,易于实施,施工简单方便,施工对道路运营影响小的优点。
The utility model provides a wave-beam guardrail structure with adjustable column height, which comprises a lower column, an upper column and a column sleeve; the guardrail column is cut into a lower column and an upper column, and the truncation position is a truncated surface; the column sleeve is set in the lower part The exterior of the truncated face of the uprights and upper uprights. It has the following advantages: the guardrail column is truncated into an upper column and a lower column, and the column casing with reserved bolt holes is used for connection, and the reserved bolt holes of the column casing are reserved conditions for raising the height of the guardrail. On the premise of ensuring the protection ability of the wave beam guardrail, the flexibility of adjusting the height difference between the guardrail beam plate and the ground is greatly improved; the utility model only needs a very small modification of the traditional wave beam guardrail, and can effectively solve the problem of the traditional wave beam guardrail It has the advantages of good engineering economy, easy implementation, simple and convenient construction, and little impact on road operation for the continuous utilization of road pavement reconstruction.
Description
技术领域technical field
本实用新型属于公路安全设施技术领域,具体涉及一种立柱高度可调节的波形梁护栏结构。The utility model belongs to the technical field of highway safety facilities, in particular to a wave-beam guardrail structure with adjustable column heights.
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 belt. The wave beam guardrail is one of the most important parts of traffic safety facilities. It is a longitudinal energy-absorbing structure. Its function is to absorb vehicle collision energy through self-deformation, Thereby changing the driving direction of the vehicle, preventing the vehicle from going out of the road or entering the opposite lane, and minimizing the damage to the occupants.
波形梁护栏的构成主要包括:护栏梁板、立柱和护栏防阻块。护栏梁板通过护栏防阻块安装到立柱上,再将立柱安装到地面。The composition of the wave beam guardrail mainly includes: guardrail beams, columns and guardrail anti-blocking blocks. The guardrail beam plate is installed on the column through the guardrail anti-blocking block, and then the column is installed on the ground.
然而,在实现本实用新型的过程中,发明人发现,现有的波形梁护栏主要存在以下不足:However, in the process of realizing the utility model, the inventors found that the existing corrugated beam guardrail mainly has the following deficiencies:
(1)传统波形梁护栏无法满足路面加铺后护栏的防护高度要求。高速公路护栏的使用寿命为15年,以5年为一个路面养护周期,波形梁护栏至少需要进行两次改造。路面加铺后,护栏的实际防护高度降低,防护能力随之下降。(1) The traditional wave beam guardrail cannot meet the protection height requirements of the guardrail after paving the road. The service life of expressway guardrail is 15 years, with 5 years as a pavement maintenance cycle, the wave beam guardrail needs to be reconstructed at least twice. After the pavement is overlaid, the actual protection height of the guardrail is reduced, and the protection ability is also reduced.
(2)路面加铺后,对传统波形梁护栏进行改造的工程经济性不佳,不易实施。由于传统波形梁护栏没有针对路面加铺后护栏防护高度不足的情况进行预留设计,当路面加铺改造时,为保证护栏的防护高度,需要将既有护栏立柱拔除,更换为能够同时满足护栏防护高度和埋深要求的新立柱重新设置,工程造价高,施工便利性不良,施工对道路运营的影响较大。(2) After the pavement is overlaid, the project of transforming the traditional wave beam guardrail is not economical and difficult to implement. Since the traditional wave-beam guardrail has no reserved design for the insufficient protection height of the guardrail after the pavement is overlaid, when the pavement is rebuilt, in order to ensure the protective height of the guardrail, it is necessary to remove the existing guardrail column and replace it with a guardrail that can meet the requirements of the guardrail at the same time. The new pillars required for the protection height and buried depth are reset, the project cost is high, the construction convenience is not good, and the construction has a great impact on road operation.
由此可见,如何有效解决传统波形梁护栏在道路路面加铺改造时的继续利用问题,使波形梁护栏在路面加铺后仍然具有符合要求的防护高度和优异的防护能力,具有重要意义。目前尚未出现改造施工便利、经济性良好的有效解决方案。It can be seen that how to effectively solve the problem of continuous utilization of traditional wave beam guardrails in road overlaying and reconstruction, so that the wave beam guardrails still have the required protection height and excellent protection ability after road overlaying is of great significance. At present, there is no effective solution with convenient reconstruction and good economy.
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立柱高度可调节的波形梁护栏结构,可有效解决上述问题。Aiming at the defects in the prior art, the utility model provides a wave beam guardrail structure with adjustable column height, 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立柱高度可调节的波形梁护栏结构,包括下部立柱(1)、上部立柱(2)和立柱套管(3);The utility model provides a corrugated beam guardrail structure with adjustable column height, which comprises a lower column (1), an upper column (2) and a column casing (3);
将护栏立柱截断为所述下部立柱(1)和所述上部立柱(2),截断位置为截断面(9);所述下部立柱(1)开设下立柱螺栓孔;所述上部立柱(2)开设自上向下的两个螺栓孔,分别为:第一上立柱螺栓孔(4)和第二上立柱螺栓孔;The guardrail column is cut into the lower column (1) and the upper column (2), and the truncation position is the truncated surface (9); the lower column (1) is provided with a lower column bolt hole; the upper column (2) Open two bolt holes from top to bottom, namely: the first upper column bolt hole (4) and the second upper column bolt hole;
所述立柱套管(3)套于所述下部立柱(1)和所述上部立柱(2)的截断面(9)的外部,并且,所述立柱套管(3)开设自上向下的四个螺栓孔,分别为:第一螺栓孔(5)、第二螺栓孔(6)、第三螺栓孔(7)和第四螺栓孔(8);The column sleeve (3) is sleeved on the outside of the sectional surface (9) of the lower column (1) and the upper column (2), and the column sleeve (3) is opened from top to bottom Four bolt holes, respectively: the first bolt hole (5), the second bolt hole (6), the third bolt hole (7) and the fourth bolt hole (8);
所述下立柱螺栓孔、所述第一上立柱螺栓孔、所述第二上立柱螺栓孔、所述第一螺栓孔(5)、所述第二螺栓孔(6)、所述第三螺栓孔(7)和所述第四螺栓孔(8)均为前后贯通、上下同轴线设置的螺栓孔;The lower column bolt hole, the first upper column bolt hole, the second upper column bolt hole, the first bolt hole (5), the second bolt hole (6), the third bolt hole Both the hole (7) and the fourth bolt hole (8) are bolt holes that run through the front and back, and are arranged on the upper and lower coaxial lines;
所述立柱套管(3)的第二螺栓孔(6)、第三螺栓孔(7)或第四螺栓孔(8),与所述下立柱螺栓孔通过螺栓连接;所述立柱套管(3)的第一螺栓孔(5),与所述上部立柱(2)的第二上立柱螺栓孔、所述立柱套管(3)的所述第一螺栓孔(5)和防阻块(10)的下部通过螺栓连接;所述上部立柱(2)的第一上立柱螺栓孔(4)和所述防阻块(10)的上部通过螺栓连接,进而实现所述防阻块(10)、所述上部立柱(2)和所述立柱套管(3)的连接。The second bolt hole (6), the third bolt hole (7) or the fourth bolt hole (8) of the column sleeve (3) is connected with the bolt hole of the lower column by bolts; the column sleeve ( 3), the first bolt hole (5) of the upper column (2), the first bolt hole (5) of the column sleeve (3) and the anti-blocking block ( The bottom of 10) is connected by bolts; the first upper column bolt hole (4) of the upper column (2) and the top of the anti-blocking block (10) are connected by bolts, and then the anti-blocking block (10) is realized. . The connection between the upper column (2) and the column casing (3).
优选的,所述下立柱螺栓孔、所述第一上立柱螺栓孔、所述第二上立柱螺栓孔、所述第一螺栓孔(5)、所述第二螺栓孔(6)、所述第三螺栓孔(7)和所述第四螺栓孔(8)的中心均位于立柱中心线位置。Preferably, the bolt hole of the lower column, the bolt hole of the first upper column, the bolt hole of the second upper column, the first bolt hole (5), the second bolt hole (6), the The centers of the third bolt hole (7) and the fourth bolt hole (8) are both located at the centerline of the column.
优选的,所述下立柱螺栓孔、所述第一上立柱螺栓孔、所述第二上立柱螺栓孔、所述第一螺栓孔(5)、所述第二螺栓孔(6)、所述第三螺栓孔(7)和所述第四螺栓孔(8)的孔径相同,均为22毫米。Preferably, the bolt hole of the lower column, the bolt hole of the first upper column, the bolt hole of the second upper column, the first bolt hole (5), the second bolt hole (6), the The apertures of the third bolt hole (7) and the fourth bolt hole (8) are the same, being 22 millimeters.
优选的,所述上部立柱(2)的长度为205毫米,所述立柱套管(3)的长度为240毫米。Preferably, the length of the upper column (2) is 205 mm, and the length of the column sleeve (3) is 240 mm.
优选的,所述下立柱螺栓孔的中心与所述截断面(9)的间距为130毫米。Preferably, the distance between the center of the lower stud bolt hole and the truncated surface (9) is 130 mm.
优选的,所述第一上立柱螺栓孔(4)的中心与所述截断面(9)的间距为150毫米,所述第二上立柱螺栓孔的中心与所述截断面(9)的间距为50毫米。Preferably, the distance between the center of the first upper column bolt hole (4) and the truncated surface (9) is 150 mm, and the distance between the center of the second upper column bolt hole and the sectional surface (9) is 50mm.
优选的,所述第二螺栓孔(6)和所述第三螺栓孔(7)的中心间距为50毫米;所述第三螺栓孔(7)和所述第四螺栓孔(8)的中心间距为50毫米;所述第四螺栓孔(8)的中心与所述立柱套管(3)下沿间距为100毫米。Preferably, the center distance between the second bolt hole (6) and the third bolt hole (7) is 50 mm; the center distance between the third bolt hole (7) and the fourth bolt hole (8) The spacing is 50 millimeters; the spacing between the center of the fourth bolt hole (8) and the lower edge of the column casing (3) is 100 millimeters.
本实用新型提供的立柱高度可调节的波形梁护栏结构具有以下优点:The wave beam guardrail structure with adjustable column height provided by the utility model has the following advantages:
将护栏立柱截断为上部立柱和下部立柱,采用预留螺栓孔的立柱套管进行连接,立柱套管的预留螺栓孔为提高护栏设置高度预留条件。在保证波形梁护栏防护能力的前提下,大大提升了调节护栏梁板与地面高度差的灵活性,即使当路面二次加铺时,使波形梁护栏仍然具有符合要求的防护高度和优异的防护能力。The guardrail column is truncated into upper column and lower column, and the column casing with reserved bolt holes is used for connection. The reserved bolt holes of the column casing are reserved conditions for raising the height of the guardrail. On the premise of ensuring the protection ability of the wave beam guardrail, the flexibility of adjusting the height difference between the guardrail beam and the ground is greatly improved. Even when the road is paved twice, the wave beam guardrail still has the required protection height and excellent protection. ability.
本实用新型仅需要对传统波形梁护栏进行非常小的改造,即可有效解决传统波形梁护栏在道路路面加铺改造时的继续利用问题,具有工程经济性良好,易于实施,施工简单方便,施工对道路运营影响小的优点。The utility model only needs to carry out a very small modification to the traditional wave beam guardrail, which can effectively solve the problem of continuous utilization of the traditional wave beam guardrail in the paving and reconstruction of the road surface, and has good engineering economy, easy implementation, simple and convenient construction, and The advantage of little impact on road operations.
附图说明Description of drawings
图1为本实用新型提供的立柱高度可调节的波形梁护栏结构的正视图;Fig. 1 is the front view of the adjustable wave beam guardrail structure of the column height provided by the utility model;
图2为本实用新型提供的立柱高度可调节的波形梁护栏结构的侧视图;Fig. 2 is the side view of the wave beam guardrail structure with adjustable column height provided by the utility model;
图3为路面未加铺改造时采用图1护栏立柱的护栏结构正视图;Fig. 3 is the front view of the guardrail structure adopting the guardrail column of Fig. 1 when the road surface is not paved and transformed;
图4为路面一次加铺改造后采用图1护栏立柱的护栏结构正视图;Fig. 4 is the front view of the guardrail structure adopting the guardrail column of Fig. 1 after the road surface is once overlaid and transformed;
图5为路面第二次加铺改造后采用图1护栏立柱的护栏结构正视图。Fig. 5 is the front view of the guardrail structure adopting the guardrail column in Fig. 1 after the second pavement reconstruction of the road surface.
具体实施方式Detailed ways
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.
结合图1、图2、图3、图4和图5,本实用新型提供一种立柱高度可调节的波形梁护栏结构,其结构包括护栏梁板11、护栏立柱和防阻块10,护栏梁板11通过防阻块10安装到护栏立柱上,再将护栏立柱安装到地面。With reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, the utility model provides a wave-beam guardrail structure with adjustable column height, which structure includes a
将护栏立柱截断为下部立柱1和上部立柱2,截断位置为截断面9;下部立柱1开设下立柱螺栓孔;上部立柱2开设自上向下的两个螺栓孔,分别为:第一上立柱螺栓孔4和第二上立柱螺栓孔;Cut the guardrail column into the lower column 1 and the
立柱套管3套于下部立柱1和上部立柱2的截断面9的外部,并且,立柱套管3开设自上向下的四个螺栓孔,分别为:第一螺栓孔5、第二螺栓孔6、第三螺栓孔7和第四螺栓孔8;The
下立柱螺栓孔、第一上立柱螺栓孔、第二上立柱螺栓孔、第一螺栓孔5、第二螺栓孔6、第三螺栓孔7和第四螺栓孔8均为前后贯通、上下同轴线设置的螺栓孔;The bolt holes of the lower column, the bolt holes of the first upper column, the bolt holes of the second upper column, the
立柱套管3的第二螺栓孔6、第三螺栓孔7或第四螺栓孔8,与下立柱螺栓孔通过螺栓连接;立柱套管3的第一螺栓孔5,与上部立柱2的第二上立柱螺栓孔、立柱套管3的第一螺栓孔5和防阻块10的下部通过螺栓连接;上部立柱2的第一上立柱螺栓孔4和防阻块10的上部通过螺栓连接,进而实现防阻块10、上部立柱2和立柱套管3的连接。The
无论道路是否加铺路面改造,防阻块10、上部立柱2和立柱套管3安装后,位置固定不动;Regardless of whether the road is paved or not, after the
在道路未加铺路面改造时,通过将螺栓穿过下部立柱1的下立柱螺栓孔及立柱套管3的第二螺栓孔6,将下部立柱1与立柱套管3进行连接;When the road is not paved, the lower column 1 is connected to the
道路进行一次加铺路面改造后,提升护栏设置高度,通过将螺栓穿过下部立柱1的下立柱螺栓孔及立柱套管3的第三螺栓孔7,将下部立柱1与立柱套管3进行连接;After the road is paved once, the height of the guardrail is raised, and the lower column 1 is connected to the
道路进行第二次加铺路面改造后,进一步提升护栏设置高度,通过将螺栓穿过下部立柱1的下立柱螺栓孔及立柱套管3的第四螺栓孔8,将下部立柱1与立柱套管3进行连接。After the road is paved for the second time, the height of the guardrail is further increased. By passing the bolt through the lower column bolt hole of the lower column 1 and the
也就是说,通过调节下部立柱1与立柱套管3的安装位置,实现整体立柱的高度调节作用。That is to say, by adjusting the installation positions of the lower column 1 and the
实际施工时,可采用以下参数:In actual construction, the following parameters can be used:
下立柱螺栓孔、第一上立柱螺栓孔、第二上立柱螺栓孔、第一螺栓孔5、第二螺栓孔6、第三螺栓孔7和第四螺栓孔8的中心均位于立柱中心线位置。The centers of the lower column bolt holes, the first upper column bolt holes, the second upper column bolt holes, the
下立柱螺栓孔、第一上立柱螺栓孔、第二上立柱螺栓孔、第一螺栓孔5、第二螺栓孔6、第三螺栓孔7和第四螺栓孔8的孔径相同,均为22毫米。The hole diameters of the lower column bolt hole, the first upper column bolt hole, the second upper column bolt hole, the
上部立柱2的长度为205毫米,立柱套管3的长度为240毫米。The length of the
下立柱螺栓孔的中心与截断面9的间距为130毫米。The distance between the center of the lower column bolt hole and the truncated surface 9 is 130 millimeters.
第一上立柱螺栓孔4的中心与截断面9的间距为150毫米,第二上立柱螺栓孔的中心与截断面9的间距为50毫米。The distance between the center of the first upper
第二螺栓孔6和第三螺栓孔7的中心间距为50毫米;第三螺栓孔7和第四螺栓孔8的中心间距为50毫米;第四螺栓孔8的中心与立柱套管3下沿间距为100毫米。The center distance between the
对于本申请,通过将护栏立柱截断为上部立柱和下部立柱,采用预留螺栓孔的立柱套管进行连接的方式,为提高护栏设置高度预留条件,有效地解决了传统波形梁护栏在道路路面加铺改造时的继续利用问题。For this application, by truncating the guardrail column into the upper column and the lower column, and using the column casing with reserved bolt holes for connection, the reserved conditions for increasing the height of the guardrail are effectively solved. Continuing to use the pavement during reconstruction.
本实用新型提供的立柱高度可调节的波形梁护栏结构具有以下优点:The wave beam guardrail structure with adjustable column height provided by the utility model has the following advantages:
(1)将护栏立柱截断为上部立柱和下部立柱,采用预留螺栓孔的立柱套管进行连接,立柱套管的预留螺栓孔为提高护栏设置高度预留条件。在保证波形梁护栏防护能力的前提下,大大提升了调节护栏梁板与地面高度差的灵活性,即使当路面二次加铺时,使波形梁护栏仍然具有符合要求的防护高度和优异的防护能力。(1) Cut the guardrail column into the upper column and the lower column, and use the column casing with reserved bolt holes for connection. The reserved bolt holes of the column casing are reserved conditions for raising the height of the guardrail. On the premise of ensuring the protection ability of the wave beam guardrail, the flexibility of adjusting the height difference between the guardrail beam and the ground is greatly improved. Even when the road is paved twice, the wave beam guardrail still has the required protection height and excellent protection. ability.
(2)本实用新型仅需要对传统波形梁护栏进行非常小的改造,即可有效解决传统波形梁护栏在道路路面加铺改造时的继续利用问题,具有易于实施,施工简单方便,施工对道路运营影响小的优点。(2) The utility model only needs to carry out a very small modification to the traditional wave beam guardrail, which can effectively solve the problem of continuous utilization of the traditional wave beam guardrail in the pavement reconstruction of the road surface. The advantage of low operational impact.
(3)高速公路护栏的使用寿命为15年,以5年为一个路面养护周期,则波形梁护栏至少需要进行两次改造,本申请中,在建设期进行设计实施时就考虑到路面的二次加铺问题,因此,可大大提高高速公路的养护改造经济效益和社会效益。(3) The service life of the expressway guardrail is 15 years. Taking 5 years as a pavement maintenance cycle, the corrugated beam guardrail needs to be reconstructed at least twice. Therefore, the economic and social benefits of expressway maintenance and transformation can be greatly improved.
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, these improvements and Retouching should also be considered within the protection scope of the present utility model.
Claims (7)
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CN202320391106.3U CN219315587U (en) | 2023-03-03 | 2023-03-03 | Wave beam guardrail structure with adjustable stand height |
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CN202320391106.3U CN219315587U (en) | 2023-03-03 | 2023-03-03 | Wave beam guardrail structure with adjustable stand height |
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