CN207904822U - A kind of armored concrete anticollision barrier - Google Patents
A kind of armored concrete anticollision barrier Download PDFInfo
- Publication number
- CN207904822U CN207904822U CN201721756110.6U CN201721756110U CN207904822U CN 207904822 U CN207904822 U CN 207904822U CN 201721756110 U CN201721756110 U CN 201721756110U CN 207904822 U CN207904822 U CN 207904822U
- Authority
- CN
- China
- Prior art keywords
- base
- collision
- anticollision barrier
- superstructure
- pedestal
- 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.)
- Active
Links
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
本实用新型提供了一种钢筋混凝土防撞护栏。具体地,本实用新型的钢筋混凝土防撞护栏包括:一个或多个防撞单元,其中,各防撞单元包括:钢筋混凝土基座部件、上部结构、以及用于将所述上部结构固定于所述基座部件的固定件;所述基座部件包括:基座下部、基座中部和基座上部,并且所述的基座下部、基座中部和基座上部是一体的并且所述的基座部件为墩型;在所述基座上部的顶面设有用于固定所述上部结构的预留孔;在所述预留孔中设置有所述的固定件,其中,所述基座部件的高度为1.0‑2.0米,而所述上部结构的高度为1.2‑2.5米,本实用新型的防撞护栏具有防坠物、翻越、抛物和防撞的功能。
The utility model provides a reinforced concrete anti-collision guardrail. Specifically, the reinforced concrete anti-collision barrier of the present invention includes: one or more anti-collision units, wherein each anti-collision unit includes: a reinforced concrete base part, a superstructure, and a The fixing part of the base part; the base part includes: the lower part of the base, the middle part of the base and the upper part of the base, and the lower part of the base, the middle part of the base and the upper part of the base are integrated and the base The seat part is pier-shaped; the top surface of the upper part of the base is provided with a reserved hole for fixing the upper structure; the fixed part is provided in the reserved hole, wherein the base part The height is 1.0-2.0 meters, and the height of the superstructure is 1.2-2.5 meters. The anti-collision guardrail of the utility model has the functions of preventing falling objects, overturning, parabolic and anti-collision.
Description
技术领域technical field
本实用新型涉及道路交通安全设施领域,具体地,涉及一种钢筋混凝土防撞护栏。The utility model relates to the field of road traffic safety facilities, in particular to a reinforced concrete anti-collision guardrail.
背景技术Background technique
公路的防撞护栏广泛的使用于城市道路高速公路跨线桥,具有防止车辆跨越的作用,现有的防撞设施多为混凝土防撞墩及金属波形护栏,在跨线桥区域会在护栏上设置钢丝防护网。现有的钢丝网护栏无法阻挡杂物坠落和人为抛物,一旦抛物会对特定建筑设施如变电站内设备等造成巨大损伤,进而造成不好的社会影响和经济损失。Highway anti-collision guardrails are widely used in urban roads and expressway flyovers, which can prevent vehicles from crossing over. Most of the existing anti-collision facilities are concrete anti-collision piers and metal corrugated guardrails, which will be placed on the guardrails in the flyover area Set up wire mesh. The existing wire mesh guardrails cannot stop debris from falling and man-made parabolic objects. Once parabolic objects are thrown, they will cause huge damage to specific building facilities such as equipment in substations, which in turn will cause adverse social impacts and economic losses.
现有的防护栏上部采用实体围挡,且高度不能低于人的攀爬及抛物高度,但是防护栏下部结构是普通防撞墩,没有进行埋深,不能承受上部实体围栏由于风荷载产生的弯矩。The upper part of the existing guardrail adopts a solid fence, and the height cannot be lower than the height of people's climbing and parabolic objects. However, the lower structure of the guardrail is an ordinary anti-collision pier, which has no buried depth and cannot bear the wind load of the upper solid fence. bending moment.
综上,本领域迫切需要开发一种兼具防坠物、翻越、抛物和防撞等功能的防撞护栏。In summary, there is an urgent need in this field to develop an anti-collision guardrail that has functions such as anti-falling, overturning, parabolic and anti-collision.
实用新型内容Utility model content
本实用新型的目的是开发一种兼具防坠物、翻越、抛物和防撞等功能的防撞护栏。The purpose of the utility model is to develop an anti-collision guardrail with the functions of anti-falling object, overturning, parabolic and anti-collision.
一种钢筋混凝土防撞护栏,包括一个或多个防撞单元,其中,各防撞单元包括:钢筋混凝土基座部件、上部结构、以及用于将所述上部结构固定于所述基座部件的固定件。A reinforced concrete anti-collision barrier, comprising one or more anti-collision units, wherein each anti-collision unit comprises: a reinforced concrete base part, a superstructure, and a structure for fixing the superstructure to the base part Fastener.
在另一优选例中,所述基座部件包括:基座下部、基座中部和基座上部,并且所述的基座下部、基座中部和基座上部是一体的并且所述的基座部件为墩型;在所述基座上部的顶面设有用于固定所述上部结构的预留孔;在所述预留孔中设置有所述的固定件。In another preferred example, the base part includes: a lower base part, a middle base part and an upper base part, and the lower base part, the middle base part and the upper base part are integrated and the base The component is pier-shaped; a reserved hole for fixing the upper structure is provided on the top surface of the upper part of the base; and the fixing piece is provided in the reserved hole.
在另一优选例中,所述预留孔的间距为1.00-2.50米。In another preferred example, the distance between the reserved holes is 1.00-2.50 meters.
在另一优选例中,所述基座部件的高度为1.0-2.0米,而所述上部结构的高度为1.2-2.5米。In another preferred example, the height of the base part is 1.0-2.0 meters, and the height of the superstructure is 1.2-2.5 meters.
防撞护栏的基座下部为平台状混凝土结构,所述平台状混凝土结构埋设于地面之下。The lower part of the base of the anti-collision guardrail is a platform-shaped concrete structure, and the platform-shaped concrete structure is buried under the ground.
防撞护栏的基座上部的厚度为0.25-0.80米。The upper part of the base of the anti-collision barrier has a thickness of 0.25-0.80 meters.
在另一优选例中,随着高度增加,所述基座上部的厚度逐渐减少。In another preferred example, as the height increases, the thickness of the upper part of the base gradually decreases.
在另一优选例中,基座下部的厚度d1、基座中部的厚度d2和基座上部的厚度 d3满足下式:d1>d2>d3。In another preferred example, the thickness d1 of the lower part of the base, the thickness d2 of the middle part of the base, and the thickness d3 of the upper part of the base satisfy the following formula: d1>d2>d3.
在另一优选例中,所述的厚度为平均厚度。In another preferred example, said thickness is an average thickness.
防撞护栏的固定件包括预埋于所述预留孔中的镀锌钢埋件。The fixing parts of the anti-collision barrier include galvanized steel embedded parts pre-embedded in the reserved holes.
防撞护栏的上部结构包括:支撑钢管、辅助加强筋条和护栏板,其中所述的护栏板与所述支撑钢管固定连接并与所述辅助加强筋条固定连接。The upper structure of the anti-collision guardrail includes: supporting steel pipes, auxiliary reinforcing ribs and guardrail boards, wherein the guardrail boards are fixedly connected with the supporting steel pipes and with the auxiliary reinforcing ribs.
在另一优选例中,所述的支撑钢管包括方钢管、六角形钢管。In another preferred example, the supporting steel pipes include square steel pipes and hexagonal steel pipes.
在另一优选例中,所述的方钢管的直径为40-60mm。In another preferred example, the diameter of the square steel pipe is 40-60mm.
在另一优选例中,所述的支撑钢管的厚度为40-60mm。In another preferred example, the thickness of the supporting steel pipe is 40-60mm.
防撞护栏的支撑钢管安装于预留孔和/或固定于埋设于预留孔中的预埋件。The supporting steel pipes of the anti-collision guardrail are installed in the reserved holes and/or fixed to the embedded parts embedded in the reserved holes.
防撞护栏的辅助加强筋条包括角钢,和/或所述的辅助加强筋条包括纵向、横向和/或斜向布置的辅助加强筋条。The auxiliary reinforcement bars of the crash barrier include angle steel, and/or the auxiliary reinforcement bars include auxiliary reinforcement bars arranged longitudinally, transversely and/or obliquely.
在另一优选例中,各方钢管之间的间距1500mm。In another preferred example, the distance between the steel pipes of each side is 1500mm.
在另一优选例中,每个防撞单元的长度为2-10米。In another preferred example, the length of each anti-collision unit is 2-10 meters.
防撞护栏的护栏板包括网状或彩钢板,优选为彩钢板。The guardrail of the anti-collision barrier includes mesh or color steel plate, preferably color steel plate.
在另一优选例中,所述护栏板的厚度为0.8-1.5mm。In another preferred example, the thickness of the guardrail is 0.8-1.5 mm.
应理解,在本实用新型范围内中,本实用新型的上述各技术特征和在下文 (如实施例)中具体描述的各技术特征之间都可以互相组合,从而构成新的或优选的技术方案。限于篇幅,在此不再一一累述。It should be understood that within the scope of the present utility model, the above-mentioned technical features of the present utility model and the technical features specifically described in the following (such as embodiments) can be combined with each other to form new or preferred technical solutions . Due to space limitations, we will not repeat them here.
附图说明Description of drawings
图1显示钢筋混凝土防撞护栏的立面图;Figure 1 shows the elevation of the reinforced concrete crash barrier;
图2显示钢筋混凝土防撞护栏的正视图;Figure 2 shows the front view of the reinforced concrete crash barrier;
图3显示钢筋混凝土防撞护栏的应用场景。Figure 3 shows the application scenarios of reinforced concrete crash barriers.
在各附图中,标识如下:In each drawing, the identification is as follows:
1:地面;1: ground;
3:重要供电设备;3: Important power supply equipment;
4:站内围墙;4: The wall inside the station;
5:边坡;5: slope;
6:山体;6: mountain body;
7:防撞设施;7: Anti-collision facilities;
8:货车;8: Truck;
9:公路;9: Highway;
10:基座;10: Base;
11:山体;11: mountain;
12:基座下部;12: the lower part of the base;
14:基座中部;14: the middle part of the base;
16:基座上部;16: the upper part of the base;
18:预留孔;18: reserved hole;
20:预埋件;20: Embedded parts;
30:上部结构;30: superstructure;
32:支撑钢管(优选方钢管);32: supporting steel pipe (preferably square steel pipe);
34:辅助加强筋条(如角钢);34: Auxiliary reinforcing ribs (such as angle steel);
36:护栏板(如钢板)。36: guardrail (such as steel plate).
具体实施方式Detailed ways
本发明人经过广泛而深入的研究,首次开发了一种结构新颖的钢筋混凝土防撞护栏,本实用新型的钢筋混凝土防撞护栏具有特定的结构,因此,具有优异的防坠物、防翻越、防止抛物和防撞等功能,而且对冲击能量(如车辆撞击)具有高耗能的特点,不仅可以大幅降低车辆发生车祸的机率,而且可以显著提高对特定建筑设施以及相关设备(尤其是变电站以及站内设备)的保护力度,从而显著降低特定建筑设施以及相关设备的运行风险。在此基础上完成了本实用新型。After extensive and in-depth research, the inventor first developed a reinforced concrete anti-collision barrier with a novel structure. The reinforced concrete anti-collision barrier of the utility model has a specific structure, so it has excellent anti-falling objects, anti-overturning, Anti-parabolic and anti-collision functions, and has the characteristics of high energy consumption for impact energy (such as vehicle collision), not only can greatly reduce the probability of vehicle accidents, but also can significantly improve the protection of specific building facilities and related equipment (especially substations and equipment in the station), thereby significantly reducing the operational risk of specific building facilities and related equipment. Completed the utility model on this basis.
术语the term
如本文所用,术语“钢筋混凝土防撞护栏”、“本实用新型钢筋混凝土防撞护栏”、或“本实用新型的防撞护栏”可互换使用,指本实用新型第一方面中所述的钢筋混凝土防撞护栏。As used herein, the terms "reinforced concrete crash barrier", "reinforced concrete crash barrier of the present utility model", or "collision barrier of the present utility model" can be used interchangeably, referring to the utility model described in the first aspect Reinforced concrete crash barriers.
为了便于描述,以下结合附图进一步描述本实用新型。应理解,这些附图并不用于限定本实用新型范围。For ease of description, the utility model is further described below in conjunction with the accompanying drawings. It should be understood that these drawings are not intended to limit the scope of the present invention.
在本实用新型中,典型地,钢筋混凝土防撞护栏的下部结构包括了埋设于地面下的部分。例如,可采用埋深0.5m左右的混凝土块,高出地面部分采用利于耗能的防撞墩体型,从而满足A级防撞要求。In the present utility model, typically, the substructure of the reinforced concrete anti-collision barrier includes a part buried under the ground. For example, concrete blocks with a buried depth of about 0.5m can be used, and the part above the ground adopts an anti-collision pier shape that is conducive to energy consumption, so as to meet the A-level anti-collision requirements.
优选地,防撞墩需要一定的掩埋深度,如0.4-0.6m或更深。由于本实用新型防撞护栏的上部实体围挡高度较高,在某些特殊地区或季节风荷载较大,下部基础必须有一定的抗倾覆能力。Preferably, the anti-collision pier requires a certain burial depth, such as 0.4-0.6m or deeper. Because the upper entity enclosure height of the anti-collision guardrail of the present utility model is higher, in some special areas or the monsoon load is larger, the lower foundation must have certain anti-overturning ability.
防撞墩上部预埋150mm×150mm镀锌钢埋件,用于安装阶段与上部方钢管焊接(详见图1)。The upper part of the anti-collision pier is pre-embedded with 150mm×150mm galvanized steel embedded parts, which are used for welding with the upper square steel pipe during the installation stage (see Figure 1 for details).
在本实用新型中,钢筋混凝土防撞护栏的上部优选采用实体围挡,且高度不低于人的攀爬及抛物高度,防护栏下部结构的防撞墩,进行埋深,能够承受上部实体围栏由于风荷载产生的弯矩。In the present utility model, the upper part of the reinforced concrete anti-collision guardrail preferably adopts a solid fence, and the height is not lower than the height of a person's climbing and parabolic height. Bending moment due to wind load.
在一优选例中,本实用新型防撞护栏的上部结构采用50mm方钢管,其与下部结构采用焊接连接或通过其他方式连接(如螺栓固定)。In a preferred example, the upper structure of the anti-collision guardrail of the present utility model adopts a 50mm square steel pipe, which is connected with the lower structure by welding or by other means (such as bolting).
此外,为了加固或提高上部结构的强度,可以设置一个或多个辅助加强筋条。通常,所述的辅助加强筋条包括纵向、横向和/或斜向布置的辅助加强筋条。In addition, in order to reinforce or increase the strength of the superstructure, one or more auxiliary reinforcing ribs can be provided. Usually, the auxiliary reinforcing ribs include auxiliary reinforcing ribs arranged longitudinally, transversely and/or obliquely.
在本实用新型的一个优选例中,辅助加强筋条为角钢。In a preferred example of the present invention, the auxiliary reinforcing rib is an angle steel.
在另一优选例中,方钢管的间距为约1.2-2.0m(如约1500mm),并且在方钢管之间采用角钢固定,以加强刚度和整体性。In another preferred example, the distance between the square steel pipes is about 1.2-2.0m (such as about 1500mm), and angle steels are used to fix the square steel pipes to enhance rigidity and integrity.
主要围挡采用彩钢板,彩钢板色彩丰富,采购简易,可满足不同的外观要求。(详见图2)The main fence is made of color steel plate, the color steel plate is rich in color, easy to purchase, and can meet different appearance requirements. (See Figure 2 for details)
本实用新型的主要优点包括:The main advantages of the utility model include:
1、结构简洁,施工方便。1. Simple structure and convenient construction.
2、防坠物、翻越、抛物和防撞的功能。2. Anti-falling, overturning, parabolic and anti-collision functions.
下面结合具体实施例,进一步阐述本实用新型。应理解,这些实施例仅用于说明本实用新型而不用于限制本实用新型的范围。Below in conjunction with specific embodiment, further set forth the utility model. It should be understood that these embodiments are only used to illustrate the present utility model and are not intended to limit the scope of the present utility model.
如图1和图2所示,本实用新型一个实施例的钢筋混凝土防撞护栏包括一个或多个防撞单元,其中,各防撞单元包括:钢筋混凝土基座部件10、上部结构30、以及用于将所述上部结构固定于所述基座部件的固定件;所述基座部件包括:基座下部12、基座中部14和基座上部16,并且所述的基座下部12、基座中部14和基座上部16是一体的并且所述的基座部件为墩型;在所述基座上部16的顶面设有用于固定所述上部结构的预留孔18;在所述预留孔中设置有所述的固定件。As shown in Fig. 1 and Fig. 2, the reinforced concrete anti-collision guardrail of an embodiment of the present invention comprises one or more anti-collision units, wherein, each anti-collision unit comprises: reinforced concrete base part 10, superstructure 30, and A fixture for fixing the upper structure to the base part; the base part includes: a base lower part 12, a base middle part 14 and a base upper part 16, and the base lower part 12, the base The seat middle part 14 and the base upper part 16 are integral and the base parts are piers; the top surface of the base upper part 16 is provided with a reserved hole 18 for fixing the upper structure; The fixing piece is arranged in the hole.
防撞护栏基座下部12为平台状混凝土结构,平台状混凝土结构埋设于地面1之下。The lower part 12 of the anti-collision guardrail base is a platform-shaped concrete structure, which is buried under the ground 1 .
防撞护栏,基座上部的厚度为0.25-0.80米。随着支撑钢管32高度增加,基座上部16的厚度逐渐减少。防撞护栏的固定件包括预埋于所述预留孔18中的镀锌钢埋件。For the anti-collision barrier, the thickness of the upper part of the base is 0.25-0.80 meters. As the height of the supporting steel pipe 32 increases, the thickness of the base upper portion 16 gradually decreases. The fixing parts of the anti-collision barrier include galvanized steel embedded parts pre-embedded in the reserved holes 18 .
防撞护栏的上部结构包括:支撑钢管32、辅助加强筋条34和护栏板36,其中所述的护栏板与所述支撑钢管32固定连接并与所述辅助加强筋条34固定连接。支撑钢管32包括方钢管、六角形钢管;方钢管的直径为40-60mm;支撑钢管32的厚度为40-60mm。防撞护栏的支撑钢管32安装于所述的预留孔18和 /或固定于埋设于所述预留孔18中的预埋件20。防撞护栏的辅助加强筋条34 包括角钢,和/或所述的辅助加强筋条34包括纵向、横向和/或斜向布置的辅助加强筋条。防撞护栏的预留孔18的间距为1.00-2.50米。防撞护栏的护栏板36包括网状、波状或彩钢板。The upper structure of the crash barrier includes: supporting steel pipes 32 , auxiliary reinforcing ribs 34 and guardrail boards 36 , wherein the guardrail boards are fixedly connected to the supporting steel pipes 32 and to the auxiliary reinforcing ribs 34 . The supporting steel pipe 32 includes a square steel pipe and a hexagonal steel pipe; the diameter of the square steel pipe is 40-60 mm; the thickness of the supporting steel pipe 32 is 40-60 mm. The supporting steel pipe 32 of the crash barrier is installed in the reserved hole 18 and/or fixed to the embedded part 20 embedded in the reserved hole 18 . The auxiliary reinforcing ribs 34 of the crash barrier include angle steel, and/or the auxiliary reinforcing ribs 34 include auxiliary reinforcing ribs arranged longitudinally, transversely and/or obliquely. The spacing of the reserved holes 18 of the anti-collision barrier is 1.00-2.50 meters. The guardrail plate 36 of the crash barrier includes mesh, corrugated or color steel plate.
首先,下部结构采用埋深0.5m左右的混凝土块,高出地面部分采用利于耗能的防撞墩体型,满足A级防撞要求。防撞墩需要一定埋深的原因是:上部实体围挡高度较高,在某些特殊地区风荷载较大,下部基础必须有一定的抗倾覆能力。防撞墩上部预埋150mm×150mm镀锌钢埋件,用于安装阶段与上部方钢管焊接。First of all, the lower structure adopts concrete blocks with a buried depth of about 0.5m, and the part above the ground adopts the anti-collision pier shape that is conducive to energy consumption, which meets the A-level anti-collision requirements. The reason why the anti-collision pier needs a certain buried depth is that the height of the upper solid enclosure is relatively high, and the wind load is relatively large in some special areas, so the lower foundation must have a certain anti-overturning ability. The upper part of the anti-collision pier is pre-embedded with 150mm×150mm galvanized steel embedded parts, which are used for welding with the upper square steel pipe during the installation stage.
基座上部16结构采用50mm方钢管与下部结构采用焊接连接;方钢管的间距1500mm,方钢管之间采用角钢固定,从而加强刚度和整体性;方钢管的主要围挡采用彩钢板,彩钢板色彩丰富,采购简易,可满足不同的外观要求。The 16 structure on the upper part of the base adopts 50mm square steel pipes and the lower structure is connected by welding; the distance between the square steel pipes is 1500mm, and the square steel pipes are fixed with angle steel to strengthen the rigidity and integrity; the main enclosure of the square steel pipes is made of color steel plates, and the color Rich, easy to purchase, can meet different appearance requirements.
下面结合具体实施例,进一步阐述本实用新型。应理解,这些实施例仅用于说明本实用新型而不用于限制本实用新型的范围。下列实施例中未注明具体条件的实验方法,通常按照常规条件,或按照制造厂商所建议的条件。除非另外说明,否则百分比和份数按重量计算。Below in conjunction with specific embodiment, further set forth the utility model. It should be understood that these embodiments are only used to illustrate the present utility model and are not intended to limit the scope of the present utility model. For the experimental methods without specific conditions indicated in the following examples, the conventional conditions or the conditions suggested by the manufacturer are usually followed. Percentages and parts are by weight unless otherwise indicated.
实施例1Example 1
在本实施例中,采用图1和图2所示的钢筋混凝土防撞护栏,在图3所示的应用场合下设置本实用新型的防撞护栏,该应用场合包括重要供电设备3、站内围墙4、边坡5、山体6、防撞设施7、货车8、公路9和山体11。In this embodiment, the reinforced concrete anti-collision barrier shown in Fig. 1 and Fig. 2 is used, and the anti-collision barrier of the present utility model is set in the application shown in Fig. 4. Slopes 5, mountains 6, anti-collision facilities 7, trucks 8, roads 9 and mountains 11.
其中,一个防撞单元的长度为12m,每个单元中各包括钢筋混凝土基座部件、上部结构、以及用于将所述上部结构固定于所述基座部件的固定件。Wherein, the length of one anti-collision unit is 12m, and each unit includes a reinforced concrete base part, a superstructure, and a fixing piece for fixing the superstructure to the base part.
具体地,铺设了200m长度的本实用新型防撞护栏,进行测试。Specifically, a 200m-length anti-collision guardrail of the present utility model was laid for testing.
与铺设普通的防撞护栏或未安装护栏的情况相比,当铺设本实用新型的防撞护栏后兼具防坠物、翻越、抛物和防撞等功能。Compared with the situation of laying common anti-collision guardrails or not installing guardrails, after laying the anti-collision guardrails of the utility model, it has functions such as anti-falling objects, overturning, parabolic and anti-collision.
在本实用新型提及的所有文献都在本申请中引用作为参考,就如同每一篇文献被单独引用作为参考那样。此外应理解,在阅读了本实用新型的上述讲授内容之后,本领域技术人员可以对本实用新型作各种改动或修改,这些等价形式同样落于本申请所附权利要求书所限定的范围。All documents mentioned in this application are incorporated by reference in this application as if each were individually incorporated by reference. In addition, it should be understood that after reading the above teaching content of the utility model, those skilled in the art can make various changes or modifications to the utility model, and these equivalent forms also fall within the scope defined by the appended claims of the application.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721756110.6U CN207904822U (en) | 2017-12-15 | 2017-12-15 | A kind of armored concrete anticollision barrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721756110.6U CN207904822U (en) | 2017-12-15 | 2017-12-15 | A kind of armored concrete anticollision barrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207904822U true CN207904822U (en) | 2018-09-25 |
Family
ID=63567745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721756110.6U Active CN207904822U (en) | 2017-12-15 | 2017-12-15 | A kind of armored concrete anticollision barrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207904822U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111287123A (en) * | 2020-02-27 | 2020-06-16 | 沈春波 | Municipal administration is anticollision buffering isolated column for highway |
-
2017
- 2017-12-15 CN CN201721756110.6U patent/CN207904822U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111287123A (en) * | 2020-02-27 | 2020-06-16 | 沈春波 | Municipal administration is anticollision buffering isolated column for highway |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203939288U (en) | Anti-wind net structure | |
| CN102587301B (en) | Double-layer flexible windproof net | |
| CN202000234U (en) | Tray type U-shaped reinforced subgrade structure | |
| CN217500045U (en) | Anchorage-free steel base movable guardrail for highway reconstruction and expansion construction | |
| CN206928216U (en) | Ring ripple joist steel guardrail | |
| CN105019368B (en) | Tilting roadbed sand-guiding wall | |
| CN201746789U (en) | Pull type guardrail stand column | |
| CN217949823U (en) | Protective shed frame device for crossing existing railway on expressway | |
| CN216074709U (en) | Space double-helix steel structure bridge | |
| TWI669901B (en) | Support device for overhead solar power generation facilities | |
| CN211772762U (en) | Use net of throwing of preventing on bridge | |
| CN208015647U (en) | Supporting device for elevated solar power generation facilities | |
| CN211872617U (en) | Permanent isolation guardrail for urban bridge | |
| CN210049130U (en) | Mountain area mountain-by-mountain highway bellows shed tunnel | |
| CN211690084U (en) | Pavement additional paving structure using existing waveform guard bar | |
| CN211312788U (en) | Rainwater grate that building site used | |
| CN218759196U (en) | Steep slope section light high strength steel rectangular pipe railway protective fence | |
| CN209798566U (en) | dangerous rock falling stone protection combination stone blocking wall structure | |
| CN202500346U (en) | Reconstruction structures for old building zone multi-unit underground space | |
| CN201924270U (en) | Environmental-protection ecological assembled bridge | |
| CN202543814U (en) | Dual-layer flexible windproof fence | |
| CN201649003U (en) | Active powder concrete column and steel pipe combination rail structure | |
| CN202450793U (en) | Grille type color plate ventilation fence for construction site | |
| CN209584878U (en) | Large-span culverts for pipeline removal-free and protection | |
| CN207109625U (en) | Crane span structure integral type safeguard structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |