CN206971118U - Anti-collision structure of underpass channel by utilizing carbon fiber section bar - Google Patents

Anti-collision structure of underpass channel by utilizing carbon fiber section bar Download PDF

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Publication number
CN206971118U
CN206971118U CN201720384441.5U CN201720384441U CN206971118U CN 206971118 U CN206971118 U CN 206971118U CN 201720384441 U CN201720384441 U CN 201720384441U CN 206971118 U CN206971118 U CN 206971118U
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downside
steel
carbon fiber
steel plate
underpass
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CN201720384441.5U
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Chinese (zh)
Inventor
张建东
袁军峰
刘朵
赵博
毕连居
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Jiangsu Xingchengyuan Engineering Consultation Co ltd
Nanjing Tech University
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Jiangsu Lianxu Expressway Co ltd
Nanjing Tech University
JSTI Group Co Ltd
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Abstract

The utility model discloses an utilize lower cross-under passageway crashproof structure of carbon fiber section bar, package H shaped steel stand, fixed mounting has the limit for height support body between the H shaped steel stand, the limit for height support body includes the upside steel sheet, downside steel sheet and ripples type plate body, the upside steel sheet, be provided with interval distribution's T shaped steel between the downside steel sheet, the upper surface of the horizontal side of T shaped steel and the downside welded fastening of upside steel sheet, the lower tip of the vertical side of T shaped steel and the upside surface welded fastening of downside steel sheet, ripples type plate body sets up the downside at the downside steel sheet of downside, the downward uplift in middle part of ripples type plate body forms limit for height guard portion. The utility model has the advantages of simple structure, construction convenience, the lower part of limit for height support body is interchangeable ripples folded plate body, receiving to wipe and hit the back, can produce certain deformation, and unlikely damage that causes the limit for height support body, the internal foam of packing of ripples folded plate body also can play the effect of power consumption, low cost, the production of being convenient for has good application prospect.

Description

利用碳纤维型材的下穿通道防撞击结构Anti-collision structure of underpass channel using carbon fiber profiles

技术领域technical field

本实用新型涉及桥梁防护技术领域,具体涉及一种利用碳纤维型材的下穿通道防撞击结构。The utility model relates to the technical field of bridge protection, in particular to an anti-collision structure of an underpass using carbon fiber profiles.

背景技术Background technique

目前,为了提高高速公路上的桥梁的安全性能,主要采用限高防护架,来防止车辆超高,从而保证桥梁结构的安全。但是,高速公路上的限高防护架容易受到车辆的擦撞,致使限高防护架经常损坏,更换的成本较大,而且损坏的限高防护架还容易引起高速公路的安全事故。此外,限高防护架一般采用钢材制成,但是,钢材在暴露的环境下易腐蚀,导致其的牢固性降低,同样存在安全风险。At present, in order to improve the safety performance of bridges on expressways, height-limiting protective frames are mainly used to prevent vehicles from being too high, thereby ensuring the safety of bridge structures. However, the height-limiting protective frame on the expressway is easily bumped by vehicles, causing the height-limiting protective frame to be often damaged, and the replacement cost is relatively large, and the damaged height-limiting protective frame is also likely to cause a safety accident on the highway. In addition, the height limit protective frame is generally made of steel, but the steel is easy to corrode in an exposed environment, resulting in a decrease in its firmness, which also poses a safety risk.

实用新型内容Utility model content

本实用新型的目的是克服现有高速公路上的限高防护架,经常损坏,更换的成本较大,存在安全隐患的问题。本实用新型的利用碳纤维型材的下穿通道防撞击结构,结构简单,施工方便,限高架体的下部为可替换的波折型板体,在受到擦撞后,会产生一定的变形,而不致造成限高架体的损坏,波折型板体内部填充的泡沫,也能够起到耗能的作用,成本低廉,便于生产,具有良好的应用前景。The purpose of the utility model is to overcome the problems that the existing height-limiting protective frame on the expressway is often damaged, the cost of replacement is relatively large, and there are potential safety hazards. The anti-collision structure of the underpass using carbon fiber profiles of the utility model has a simple structure and is convenient for construction. In case of damage to the height-limiting frame, the foam filled inside the corrugated plate body can also play a role in energy consumption, with low cost, easy production, and good application prospects.

为了达到上述目的,本实用新型所采用的技术方案是:In order to achieve the above object, the technical solution adopted in the utility model is:

一种利用碳纤维型材的下穿通道防撞击结构,包括对称设置在高速公路桥梁两侧的H型钢立柱,所述H型钢立柱之间固定安装有限高架体,An anti-collision structure for an underpass using carbon fiber profiles, including H-shaped steel columns symmetrically arranged on both sides of a highway bridge, and limited elevated bodies are fixedly installed between the H-shaped steel columns,

所述限高架体包括上侧钢板、下侧钢板和波折型板体,所述上侧钢板、下侧钢板之间设置有等间隔分布的T型钢,所述T型钢横侧边的上表面与上侧钢板的下侧面焊接固定,所述T型钢的纵侧边的下端部与下侧钢板的上侧面焊接固定,所述波折型板体设置在下侧钢板的下侧面,所述波折型板体的中部向下隆起形成限高防护部。The height-limiting frame body includes an upper steel plate, a lower steel plate and a corrugated plate body, T-shaped steels distributed at equal intervals are arranged between the upper side steel plate and the lower side steel plate, and the upper surface of the transverse side of the T-shaped steel is in contact with the The lower side of the upper steel plate is welded and fixed, the lower end of the longitudinal side of the T-shaped steel is welded and fixed to the upper side of the lower steel plate, the corrugated plate body is arranged on the lower side of the lower side steel plate, and the corrugated plate body The middle part of it bulges downwards to form a height limit protection part.

前述的利用碳纤维型材的下穿通道防撞击结构,所述波折型板体的两端部为密封结构,且分别通过固定螺栓与下侧钢板的下侧面相固定。In the anti-collision structure of the underpass using carbon fiber profiles, the two ends of the corrugated plate body are sealed structures, and are respectively fixed to the lower side of the lower steel plate by fixing bolts.

前述的利用碳纤维型材的下穿通道防撞击结构,所述波折型板体内部填充有泡沫。In the anti-collision structure of the underpass using carbon fiber profiles, the inside of the corrugated plate body is filled with foam.

前述的利用碳纤维型材的下穿通道防撞击结构,所述上侧钢板、下侧钢板分别通过角焊缝与T型钢焊接固定。In the anti-collision structure of the underpass using carbon fiber profiles, the upper steel plate and the lower steel plate are respectively welded and fixed to the T-shaped steel through fillet welds.

前述的利用碳纤维型材的下穿通道防撞击结构,所述限高架体的两端部分别通过高强度螺栓与固定T型钢固定连接,所述固定T型钢通过高强度螺栓固定在H型钢立柱的内侧。In the anti-collision structure of the underpass using carbon fiber profiles, the two ends of the height-limiting frame body are fixedly connected to the fixed T-shaped steel by high-strength bolts, and the fixed T-shaped steel is fixed on the inner side of the H-shaped steel column by high-strength bolts .

前述的利用碳纤维型材的下穿通道防撞击结构,所述H型钢立柱内设置有横向加强筋,所述横向加强筋设置在靠近与限高架体连接处。In the anti-collision structure of the underpass using carbon fiber profiles, the H-shaped steel column is provided with transverse reinforcing ribs, and the transverse reinforcing ribs are arranged near the connection with the height-limiting frame.

前述的利用碳纤维型材的下穿通道防撞击结构,所述横向加强筋的数量为两条,呈上、下分布。In the anti-collision structure of the underpass using carbon fiber profiles, the number of the transverse reinforcing ribs is two, which are distributed up and down.

本实用新型的有益效果是:本实用新型的利用碳纤维型材的下穿通道防撞击结构,结构简单,施工方便,限高架体的下部为可替换的波折型板体,在受到擦撞后,会产生一定的变形,而不致造成限高架体的损坏,波折型板体内部填充的泡沫,也能够起到耗能的作用,成本低廉,便于生产,具有良好的应用前景。The beneficial effects of the utility model are: the utility model utilizes the underpassage anti-collision structure of the carbon fiber profiles, which is simple in structure and convenient in construction. A certain deformation will be produced without causing damage to the height-limiting frame body. The foam filled inside the corrugated plate body can also play a role in energy consumption. It is low in cost, easy to produce, and has a good application prospect.

附图说明Description of drawings

图1是本实用新型的利用碳纤维型材的下穿通道防撞击结构的结构示意图;Fig. 1 is the structural representation of the anti-collision structure of the underpass channel utilizing carbon fiber profiles of the present utility model;

图2是本实用新型的限高架体的局部示意图。Fig. 2 is a partial schematic view of the height limiting frame of the present invention.

附图中标记的含义如下:The meanings of the marks in the accompanying drawings are as follows:

1:H型钢立柱;2:限高架体;201:上侧钢板;202:下侧钢板;203:T型钢;204:波折型板体;205:限高防护部;206:固定螺栓;3:高强度螺栓;4:固定T型钢;5:横向加强筋。1: H-shaped steel column; 2: Elevation-limiting frame body; 201: Upper steel plate; 202: Lower steel plate; 203: T-shaped steel; 204: Corrugated plate body; 205: Height-limiting protection part; High-strength bolts; 4: fixed T-shaped steel; 5: transverse ribs.

具体实施方式detailed description

下面将结合说明书附图,对本实用新型作进一步的说明。The utility model will be further described below in conjunction with the accompanying drawings of the description.

如图1及图2所示,本实用新型的利用碳纤维型材的下穿通道防撞击结构,包括对称设置在高速公路桥梁两侧的H型钢立柱1,所述H型钢立柱1之间固定安装有限高架体2,As shown in Figures 1 and 2, the anti-collision structure of the underpass using carbon fiber profiles of the present utility model includes H-shaped steel columns 1 symmetrically arranged on both sides of the highway bridge, and the fixed installation between the H-shaped steel columns 1 is limited. elevated body 2,

所述限高架体2包括上侧钢板201、下侧钢板202和波折型板体204,所述上侧钢板201、下侧钢板202之间设置有等间隔分布的T型钢203,所述T型钢203横侧边的上表面与上侧钢板201的下侧面焊接固定,所述T型钢203的纵侧边的下端部与下侧钢板202的上侧面焊接固定,所述波折型板体204设置在下侧钢板202的下侧面,所述波折型板体204的中部向下隆起形成限高防护部205,所述波折型板体204的两端部为密封结构,且分别通过固定螺栓206与下侧钢板202的下侧面相固定,所述波折型板体204的内部填充有泡沫,波折型板体204,在受到擦撞后,会产生一定的变形,而不致造成限高架体2的损坏,且波折型板体204内部填充的泡沫,泡沫也具有耗散能量的能力,减少限高架系耗散的弹性应变能,且成本低廉,便于批量生产,且在损坏后,方便更换,波折型板体204与下侧钢板202采用固定螺栓206固定,是一种半刚性连接方式,具有较好的延性,在限高架体2受到车辆撞击下,对限高架体2的损坏降到最低点;波折型板体204当受到车辆冲击下,也会发生一定的变形来消耗车辆动能传递到限高架上的弹性应变能,所述上侧钢板201、下侧钢板202分别通过角焊缝与T型钢203焊接固定,具有足够的刚度,保证结构的稳定性。The height-limiting frame body 2 includes an upper steel plate 201, a lower steel plate 202, and a corrugated plate body 204. T-shaped steel plates 203 distributed at equal intervals are arranged between the upper side steel plate 201 and the lower side steel plate 202. The T-shaped steel plates The upper surface of the lateral side of 203 is welded and fixed to the lower side of the upper steel plate 201, the lower end of the longitudinal side of the T-shaped steel 203 is welded and fixed to the upper side of the lower steel plate 202, and the corrugated plate body 204 is arranged on the lower side. The lower side of the side steel plate 202, the middle part of the corrugated plate body 204 bulges downward to form a height limit protection part 205, and the two ends of the corrugated plate body 204 are sealed structures, and are connected to the lower side by fixing bolts 206 respectively. The lower side of the steel plate 202 is fixed, and the inside of the corrugated plate body 204 is filled with foam, and the corrugated plate body 204, after being rubbed, will produce a certain deformation without causing damage to the height-limiting frame body 2, and The corrugated plate body 204 is filled with foam. The foam also has the ability to dissipate energy and reduce the elastic strain energy dissipated by the height-limiting system. It is also low in cost, easy to mass produce, and easy to replace after damage. The corrugated plate body 204 and the lower side steel plate 202 are fixed by fixing bolts 206, which is a semi-rigid connection method with good ductility. When the height-limiting frame body 2 is hit by a vehicle, the damage to the height-limiting frame body 2 is minimized; When the plate body 204 is impacted by the vehicle, it will also deform to a certain extent to consume the elastic strain energy transmitted from the kinetic energy of the vehicle to the height-limiting frame. The upper steel plate 201 and the lower steel plate 202 are respectively welded to the T-shaped steel 203 through fillet welds Fixed, with sufficient rigidity, to ensure the stability of the structure.

所述限高架体2的两端部分别通过高强度螺栓3与固定T型钢4固定连接,所述固定T型钢4通过高强度螺栓3固定在H型钢立柱1的内侧,在保证足够刚度的前提下,也有充分的延性,可以吸收由车辆撞击产生的弹性应变能,增大了桥梁限高架的抵抗能力。The two ends of the height-limiting frame body 2 are fixedly connected to the fixed T-shaped steel 4 through high-strength bolts 3, and the fixed T-shaped steel 4 is fixed on the inner side of the H-shaped steel column 1 through high-strength bolts 3. On the premise of ensuring sufficient rigidity It also has sufficient ductility, which can absorb the elastic strain energy generated by the impact of vehicles, and increases the resistance of the bridge overpass.

所述H型钢立柱1内设置有横向加强筋5,所述横向加强筋5设置在靠近与限高架体2连接处,横向加强筋5的数量为两条,呈上、下分布,来增加H型钢立柱1的侧向刚度,保证限高架体2侧向的稳定性。The H-shaped steel column 1 is provided with transverse reinforcing ribs 5, and the transverse reinforcing ribs 5 are arranged near the junction with the height-limiting frame body 2. The number of transverse reinforcing ribs 5 is two, distributed up and down, to increase the H The lateral rigidity of the section steel column 1 ensures the lateral stability of the height-limiting frame body 2 .

综上所述,本实用新型的利用碳纤维型材的下穿通道防撞击结构,结构简单,施工方便,限高架体的下部为可替换的波折型板体,在受到擦撞后,会产生一定的变形,而不致造成限高架体的损坏,波折型板体内部填充的泡沫,也能够起到耗能的作用,成本低廉,便于生产,具有良好的应用前景。In summary, the anti-collision structure of the underpass using carbon fiber profiles of the utility model has a simple structure and is convenient for construction. Deformation without causing damage to the height-limiting frame body, the foam filled inside the corrugated plate body can also play a role in energy consumption, low cost, easy to produce, and has a good application prospect.

以上显示和描述了本实用新型的基本原理、主要特征及优点。本行业的技术人员应该了解,本实用新型不受上述实施例的限制,上述实施例和说明书中描述的只是说明本实用新型的原理,在不脱离本实用新型精神和范围的前提下,本实用新型还会有各种变化和改进,这些变化和改进都落入要求保护的本实用新型范围内。本实用新型要求保护范围由所附的权利要求书及其等效物界定。The basic principles, main features and advantages of the present utility model have been shown and described above. Those skilled in the art should understand that the utility model is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions only illustrate the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model The new model also has various changes and improvements, and these changes and improvements all fall within the scope of the claimed utility model. The scope of protection required by the utility model is defined by the appended claims and their equivalents.

Claims (7)

1. utilize the underpass anti-collision structure of carbon fiber sectional material, it is characterised in that:Including being symmetricly set on freeway bridge The H profile steel column of beam both sides(1), the H profile steel column(1)Between be installed with limit for height support body(2),
The limit for height support body(2)Including upside steel plate(201), downside steel plate(202)With setback template body(204), the upside Steel plate(201), downside steel plate(202)Between be provided with the T-steel being spacedly distributed(203), the T-steel(203)Horizontal side Upper surface and upside steel plate(201)Downside be welded and fixed, the T-steel(203)Longitudinal side side bottom and downside Steel plate(202)Upper side be welded and fixed, the setback template body(204)It is arranged on downside steel plate(202)Downside, it is described Setback template body(204)Middle part downwards protuberance form limit for height protection department(205).
2. the underpass anti-collision structure according to claim 1 using carbon fiber sectional material, it is characterised in that:The ripple Fold-type plate body(204)Both ends be sealing structure, and pass through fixing bolt respectively(206)With downside steel plate(202)Downside Face is mutually fixed.
3. the underpass anti-collision structure according to claim 1 using carbon fiber sectional material, it is characterised in that:The ripple Fold-type plate body(204)Inside is filled with foam.
4. the underpass anti-collision structure according to claim 1 using carbon fiber sectional material, it is characterised in that:On described Side steel plate(201), downside steel plate(202)Pass through angle welding and T-steel respectively(203)It is welded and fixed.
5. the underpass anti-collision structure according to claim 1 using carbon fiber sectional material, it is characterised in that:The limit High support body(2)Both ends pass through high-strength bolt respectively(3)With fixed T-steel(4)It is fixedly connected, the fixed T-steel(4) Pass through high-strength bolt(3)It is fixed on H profile steel column(1)Inner side.
6. the underpass anti-collision structure according to claim 1 using carbon fiber sectional material, it is characterised in that:The H Shaped steel column(1)Inside it is provided with cross reinforcing(5), the cross reinforcing(5)It is positioned close to and limit for height support body(2)Connection Place.
7. the underpass anti-collision structure according to claim 6 using carbon fiber sectional material, it is characterised in that:The horizontal stroke To reinforcement(5)Quantity be two, go to upper and lower distribution.
CN201720384441.5U 2017-04-13 2017-04-13 Anti-collision structure of underpass channel by utilizing carbon fiber section bar Expired - Fee Related CN206971118U (en)

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Effective date of registration: 20201223

Address after: No.88 Dagu Road, Guzhuang village, mianhuazhuang Town, Huaiyin District, Huai'an City, Jiangsu Province

Patentee after: JIANGSU XINGCHENGYUAN ENGINEERING CONSULTATION Co.,Ltd.

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Patentee before: JIANGSU LIANXU EXPRESSWAY CO.,LTD.

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Granted publication date: 20180206