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CN207646598U - One kind being used for Single column pier antidumping girder falling bracing means - Google Patents

One kind being used for Single column pier antidumping girder falling bracing means Download PDF

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Publication number
CN207646598U
CN207646598U CN201721724668.6U CN201721724668U CN207646598U CN 207646598 U CN207646598 U CN 207646598U CN 201721724668 U CN201721724668 U CN 201721724668U CN 207646598 U CN207646598 U CN 207646598U
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CN
China
Prior art keywords
column pier
single column
bracing means
antidumping
girder falling
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Expired - Fee Related
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CN201721724668.6U
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Chinese (zh)
Inventor
任伟
刘贺
赵满
陈博
张海彬
唐枭
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Changan University
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Changan University
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Abstract

本实用新型公开了一种用于独柱墩抗倾覆防落梁的加固装置,包括设置在独柱墩的侧壁上用于加固独柱墩的加固件,还包括设置在箱梁下方用于支撑箱梁的支撑件。通过上述技术方案,实现对独柱墩的加固且对箱梁支撑的目的,有效避免独柱墩桥梁发生倾覆。

The utility model discloses a reinforcing device for an anti-overturning and anti-falling beam of a single-column pier, which comprises a reinforcing piece arranged on the side wall of the single-column pier for reinforcing the single-column pier, and also includes a reinforcing piece arranged under the box girder for Braces that support the box girder. Through the above technical proposal, the purpose of reinforcing the single-column pier and supporting the box girder is achieved, effectively avoiding the overturning of the single-column pier bridge.

Description

一种用于独柱墩抗倾覆防落梁加固装置A reinforcement device for anti-overturning and anti-falling beams for single-column piers

技术领域technical field

本实用新型属于桥梁下部结构加固技术领域,尤其涉及一种用于独柱墩抗倾覆防落梁加固装置。The utility model belongs to the technical field of bridge substructure reinforcement, in particular to an anti-overturning and anti-fall beam reinforcement device for a single-column pier.

背景技术Background technique

由于独柱墩连续桥梁有占据桥下空间小、视觉通透、简单顺畅、美观等优势,被广泛应用于城市高架桥和高速公路匝道中。但近年来随着交通量的不断加大,汽车超重现象时有存在,独柱墩的劣势也表现了出来,其中上部结构倾覆最为严重,一旦发生就会造成重大安全事故,在社会上产生不利影响。Continuous bridges with single-column piers are widely used in urban viaducts and expressway ramps due to their advantages of occupying less space under the bridge, being visually transparent, simple and smooth, and beautiful. However, in recent years, with the continuous increase of traffic volume, the phenomenon of overweight vehicles exists from time to time, and the disadvantages of single-pillar piers are also shown. Among them, the overturning of the upper structure is the most serious. Once it occurs, it will cause major safety accidents and cause social disadvantages. influences.

目前,国内外存在抗倾覆能力安全储备不足问题的独柱墩连续桥梁较多,其抗倾覆的能力仅能满足规范规定的汽车荷载偏载要求,而实际使用中在汽车超载达到一定值,在偶然偏心荷载作用下,独柱墩桥梁将会因失稳发生整体倾覆。At present, there are many continuous bridges with single-pillar piers that have insufficient safety reserves for anti-overturning capacity at home and abroad. Under the action of accidental eccentric load, the bridge with single-pillar piers will overturn due to instability.

为了提高独柱墩的抗倾覆能力,近几年加大了对已有独柱墩桥梁的检查和加固力度。传统的独柱墩加固方法是将独柱墩改造成3柱墩,在条件允许的情况下这种方法加固效果较好。但是由于桥下净空的限制、桥墩过长导致另加墩柱耗钱费时,很多情况下这种方法无法实施。而且很多加固方法并未对独柱墩的抗震需求进行考虑。In order to improve the anti-overturning ability of single-pillar piers, the inspection and reinforcement of existing single-pillar piers have been intensified in recent years. The traditional single-column pier reinforcement method is to transform the single-column pier into a three-column pier, and this method has a better reinforcement effect when conditions permit. However, due to the limitation of the clearance under the bridge and the excessive length of the bridge piers, it is costly and time-consuming to add additional piers, so this method cannot be implemented in many cases. Moreover, many reinforcement methods do not consider the seismic requirements of single-column piers.

发明内容Contents of the invention

针对现有技术中存在的问题,本实用新型的目的在于,提供一种用于独柱墩抗倾覆防落梁加固装置,有效避免独柱墩桥梁发生倾覆。Aiming at the problems existing in the prior art, the purpose of the present utility model is to provide an anti-overturning and anti-fall beam reinforcement device for a single-pillar pier, which can effectively prevent the overturning of the single-pillar pier bridge.

本实用新型的用于独柱墩抗倾覆防落梁加固装置,包括设置在独柱墩的侧壁上用于加固独柱墩的加固件,还包括设置在箱梁下方用于支撑箱梁的支撑件;该支撑件上设置有用于限制箱梁沿水平反向位移的限位件。The anti-overturning and anti-fall beam reinforcement device for a single-column pier of the present utility model includes a reinforcing piece arranged on the side wall of the single-column pier for reinforcing the single-column pier, and also includes a device under the box girder for supporting the box girder. A supporting piece; the supporting piece is provided with a limiting piece for limiting the horizontal and reverse displacement of the box girder.

可选地,所述加固件包括设置在独柱墩侧壁上的钢抱箍。Optionally, the reinforcement includes a steel hoop arranged on the side wall of the monocolumn pier.

可选地,所述钢抱箍包括两个连接在一起的具有半圆形结构的子钢抱箍。Optionally, the steel hoop includes two connected sub-steel hoops with a semicircular structure.

可选地,所述两个子钢抱箍通过螺栓连接。Optionally, the two sub-steel hoops are connected by bolts.

可选地,所述钢抱箍通过化学螺栓安装在独柱墩上。Optionally, the steel hoop is installed on the single-column pier through chemical bolts.

可选地,所述支撑件包括支撑架体,该支撑架体包括水平设置在独柱墩上方的水平支架以及分别设置在独柱墩两侧的两个斜支撑架,该水平支架上方支撑所述箱梁。Optionally, the support includes a support frame body, which includes a horizontal support horizontally arranged above the single-column pier and two inclined support frames respectively provided on both sides of the single-column pier, above which the horizontal support supports the Describe the box girder.

可选地,所述水平支架的两侧分别设置有用于限制所述箱梁沿水平支架长度方向位移的限位板。Optionally, both sides of the horizontal support are respectively provided with limiting plates for limiting the displacement of the box girder along the length direction of the horizontal support.

可选地,所述限位板朝向所述箱梁的一侧设置有缓冲件。Optionally, a buffer is provided on one side of the limiting plate facing the box girder.

可选地,所述水平支架上方设置有支撑板。Optionally, a support plate is provided above the horizontal support.

可选地,所述支撑板上设置有多个支座。Optionally, multiple supports are provided on the support plate.

本实用新型的用于独柱墩抗倾覆防落梁加固装置,设置加固件和支撑件,实现对独柱墩的加固且对箱梁支撑的目的,有效避免独柱墩桥梁发生倾覆。The utility model is used for the anti-overturning and anti-falling beam reinforcement device of a single-column pier, which is provided with reinforcements and supporting parts, so as to realize the purpose of reinforcing the single-column pier and supporting the box girder, and effectively avoid the overturning of the single-column pier bridge.

以下结合附图和实施例对本实用新型的方案作进一步详细地解释和说明。Below in conjunction with accompanying drawing and embodiment, the scheme of the utility model is further explained and illustrated in detail.

附图说明Description of drawings

图1为本实用新型的正视图;Fig. 1 is the front view of the utility model;

图2是本实用新型的俯视图;Fig. 2 is the top view of the utility model;

附图标记说明:1—独柱墩;2—加固件;21—钢抱箍;3—箱梁;4—支撑件;41—水平支架,42—斜支撑架;43—连接杆;5—化学螺栓;6—限位板;7—缓冲件;8—支座;9—支撑板。Description of reference signs: 1—single column pier; 2—reinforcement; 21—steel hoop; 3—box girder; 4—support; 41—horizontal support, 42—oblique support frame; 43—connecting rod; 5— Chemical bolt; 6—limit plate; 7—bumper; 8—support; 9—support plate.

具体实施方式Detailed ways

本实用新型提供一种用于独柱墩抗倾覆防落梁加固装置,参见图1和图2,包括设置在独柱墩1的侧壁上用于加固独柱墩1的加固件2,还包括设置在箱梁3下方用于支撑箱梁3的支撑件4,该支撑件4上设置有用于限制箱梁3沿水平反向位移的限位件。通过上述技术方案,实现对独柱墩1的加固目的,有效避免独柱墩桥梁发生倾覆。The utility model provides an anti-overturning and anti-fall beam reinforcement device for a single-column pier, as shown in Fig. 1 and Fig. 2, which includes a reinforcement 2 arranged on the side wall of the single-column pier 1 for reinforcing the single-column pier 1, and also It includes a supporting piece 4 arranged under the box girder 3 for supporting the box girder 3, and a limiting piece for limiting the horizontal reverse displacement of the box girder 3 is arranged on the supporting piece 4. Through the above technical scheme, the purpose of reinforcing the single-column pier 1 is achieved, and the overturning of the single-column pier bridge is effectively avoided.

具体地,在又一实施例中,加固件2包括设置在独柱墩1侧壁上的钢抱箍21。该钢抱箍21对独柱墩1起到加固作用。Specifically, in yet another embodiment, the reinforcing member 2 includes a steel hoop 21 arranged on the side wall of the single-column pier 1 . The steel hoop 21 reinforces the single column pier 1 .

具体地,在又一实施例中,钢抱箍21包括两个连接在一起的具有半圆形结构的子钢抱箍。本实施例中,两个子钢抱箍可通过螺栓或者焊接的方式连接在一起,不管哪种连接方式均能使得两个子钢抱箍形成一个钢抱箍21,起到包裹住独柱墩1的作用,起到加固独柱墩1的作用。Specifically, in yet another embodiment, the steel hoop 21 includes two connected sub-steel hoops with a semicircular structure. In this embodiment, the two sub-steel hoops can be connected together by bolts or welding, no matter which connection method can make the two sub-steel hoops form a steel hoop 21 to wrap the single column pier 1 Function, play the effect of strengthening single-column pier 1.

可选地,在又一实施例中,两个子钢抱箍通过螺栓连接。此种连接方式简单可靠,操作方便。Optionally, in yet another embodiment, the two sub-steel hoops are connected by bolts. This connection method is simple, reliable and easy to operate.

进一步地,在又一实施例中钢抱箍21通过化学螺栓5安装在独柱墩1上。本实施例中,钢抱箍21通过化学螺栓5固定在独柱墩上,防止钢抱箍21脱离独柱墩1,增加本实施例的加固装置的使用寿命。Further, in yet another embodiment, the steel hoop 21 is installed on the single column pier 1 through chemical bolts 5 . In this embodiment, the steel hoop 21 is fixed on the single-column pier by chemical bolts 5, so as to prevent the steel hoop 21 from detaching from the single-column pier 1, and increase the service life of the reinforcing device of this embodiment.

具体地,在又一实施例中,支撑件4包括支撑架体,该支撑架体包括水平设置在独柱墩上方的水平支架41以及分别设置在独柱墩1两侧的两个斜支撑架42,该水平支架41上方支撑箱梁3。本实施例中,斜支撑架42与独柱墩1之间形成夹角,斜支撑架42起到支撑水平支架41的作用;水平支架41和斜支撑架42之间设置有多根连接杆43,多根连接杆43形成三角形框架,起到增强支撑架体刚度的作用。本实施例中的支撑件4具有自重轻,承载能力大的优势,因此大大降低了发生倾覆事故的概率。具体地,在本实施例中,水平支架41和斜支撑架42之间通过多根沿竖直方向设置的加固杆连接,加固杆焊接在钢抱箍21上,从而实现将支撑件4安装到钢抱箍21上的目的。Specifically, in yet another embodiment, the supporting member 4 includes a supporting frame body, which includes a horizontal bracket 41 horizontally arranged above the single-column pier and two inclined supporting frames respectively arranged on both sides of the single-column pier 1 42, the box girder 3 is supported above the horizontal support 41. In this embodiment, an angle is formed between the slanting support frame 42 and the single-column pier 1, and the slanting support frame 42 plays the role of supporting the horizontal support 41; a plurality of connecting rods 43 are arranged between the horizontal support 41 and the slanting support frame 42 , a plurality of connecting rods 43 form a triangular frame to enhance the rigidity of the support frame. The supporting member 4 in this embodiment has the advantages of light weight and large bearing capacity, thus greatly reducing the probability of overturning accidents. Specifically, in this embodiment, the horizontal bracket 41 and the oblique support frame 42 are connected by a plurality of reinforcement rods arranged in the vertical direction, and the reinforcement rods are welded on the steel hoop 21, thereby realizing the installation of the support member 4 on the Purpose on the steel hoop 21.

进一步地,在又一实施例中水平支架41的两侧分别设置有用于限制箱梁3沿水平支架41长度方向位移的限位板6。限位板6垂直于水平支架41设置,用于防止箱梁3脱离水平支架41。Further, in yet another embodiment, both sides of the horizontal support 41 are respectively provided with limiting plates 6 for limiting the displacement of the box girder 3 along the length direction of the horizontal support 41 . The limiting plate 6 is arranged vertically to the horizontal support 41 to prevent the box girder 3 from breaking away from the horizontal support 41 .

进一步地,在又一实施例中,限位板6朝向所述箱梁3的一侧设置有缓冲件7。该缓冲件7用于当箱梁3发生移动与限位板6发生碰撞时,起到缓冲的作用。可选地,缓冲件7采用橡胶件。Further, in yet another embodiment, a buffer member 7 is provided on a side of the limiting plate 6 facing the box girder 3 . The buffer member 7 is used for buffering when the box girder 3 moves and collides with the limiting plate 6 . Optionally, the buffer member 7 is a rubber member.

进一步地,在又一实施例中,水平支架41上方设置有支撑板9。因水平支架41为框架结构,为了保证水平支架41的支撑箱梁3的效果,本实施例中,在水平支架41的上方设置支撑板9。Further, in yet another embodiment, a support plate 9 is provided above the horizontal support 41 . Because the horizontal support 41 is a frame structure, in order to ensure the effect of the horizontal support 41 supporting the box girder 3 , in this embodiment, a support plate 9 is provided above the horizontal support 41 .

进一步地,在又一实施例中,支撑板9上设置有多个支座8。该多个支座8均布在水平支架41上,用于支撑箱梁3,能够明显减小倾覆力矩。Further, in yet another embodiment, a plurality of supports 8 are provided on the support plate 9 . The plurality of supports 8 are evenly distributed on the horizontal support 41 for supporting the box girder 3, which can significantly reduce the overturning moment.

Claims (10)

1. one kind being used for Single column pier antidumping girder falling bracing means, which is characterized in that including the side wall in Single column pier (1) is arranged On reinforcing member (2) for reinforcing Single column pier (1), further include the support element that setting is used to support box beam (3) below box beam (3) (4);The locating part for limiting box beam (3) along horizontal reversed displacement is provided on the support element (4).
2. being used for Single column pier antidumping girder falling bracing means as described in claim 1, which is characterized in that the reinforcing member (2) include the steel hoop (21) being arranged on Single column pier (1) side wall.
3. being used for Single column pier antidumping girder falling bracing means as claimed in claim 2, which is characterized in that the steel hoop (21) include two sub- steel hoops with semicircular structure to link together.
4. being used for Single column pier antidumping girder falling bracing means as claimed in claim 3, which is characterized in that described two sub- steel Anchor ear is bolted.
5. being used for Single column pier antidumping girder falling bracing means as claimed in claim 2, which is characterized in that the steel hoop (21) it is mounted on Single column pier (1) by chemical bolt (5).
6. being used for Single column pier antidumping girder falling bracing means as claimed in claim 1 or 2, which is characterized in that the support Part (4) includes supporting frame, which includes the horizontal stand (41) being horizontally set on above Single column pier and set respectively Two bearing diagonal framves (42) in Single column pier (1) both sides are set, box beam (3) described in horizontal stand (41) upper support.
7. being used for Single column pier antidumping girder falling bracing means as claimed in claim 6, which is characterized in that the locating part packet Setting is included in the both sides of horizontal stand (41) for limiting limit of the box beam (3) along horizontal stand (41) length direction displacement Plate (6).
8. being used for Single column pier antidumping girder falling bracing means as claimed in claim 7, which is characterized in that the limiting plate (6) side of the box beam (3) is provided with bolster (7).
9. being used for Single column pier antidumping girder falling bracing means as claimed in claim 6, which is characterized in that the horizontal stand (41) top is provided with support plate (9).
10. being used for Single column pier antidumping girder falling bracing means as claimed in claim 9, which is characterized in that the support plate (9) multiple bearings (8) are provided on.
CN201721724668.6U 2017-12-12 2017-12-12 One kind being used for Single column pier antidumping girder falling bracing means Expired - Fee Related CN207646598U (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644379A (en) * 2019-09-19 2020-01-03 中铁大桥局第七工程有限公司 Reinforcing system and method for single-column pier bridge
CN110863441A (en) * 2019-12-03 2020-03-06 长安大学 Single-column pier bridge reinforcement device for anti-overturning anti-drop beam and its installation method
CN110952463A (en) * 2019-12-10 2020-04-03 中铁大桥(南京)桥隧诊治有限公司 Reverse jacking reinforcement method and jacking structure of concrete box girder bridge
CN111287072A (en) * 2020-02-28 2020-06-16 南昌大学 Anti-overturning structure additionally arranged for existing single-column pier bridge
CN111705553A (en) * 2020-05-20 2020-09-25 安徽浦进轨道装备有限公司 Vehicle track supporting component
CN111996927A (en) * 2020-08-28 2020-11-27 四川省交通勘察设计研究院有限公司 Fabricated reinforcement facility for preventing bridge from overturning and control method
CN112663511A (en) * 2021-01-12 2021-04-16 山西省交通科技研发有限公司 Implementation method for improving safety performance of single-column pier bridge
CN112813856A (en) * 2021-02-03 2021-05-18 上海培宏公路养护技术有限公司 Steel construction of uninterrupted traffic column mound bridge jacking usefulness
CN112853929A (en) * 2021-01-15 2021-05-28 浙江交工集团股份有限公司 Anti-tilting structure of high-altitude lower cross beam and construction method thereof

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110644379A (en) * 2019-09-19 2020-01-03 中铁大桥局第七工程有限公司 Reinforcing system and method for single-column pier bridge
CN110863441A (en) * 2019-12-03 2020-03-06 长安大学 Single-column pier bridge reinforcement device for anti-overturning anti-drop beam and its installation method
CN110952463A (en) * 2019-12-10 2020-04-03 中铁大桥(南京)桥隧诊治有限公司 Reverse jacking reinforcement method and jacking structure of concrete box girder bridge
CN111287072A (en) * 2020-02-28 2020-06-16 南昌大学 Anti-overturning structure additionally arranged for existing single-column pier bridge
CN111705553A (en) * 2020-05-20 2020-09-25 安徽浦进轨道装备有限公司 Vehicle track supporting component
CN111705553B (en) * 2020-05-20 2021-11-02 安徽浦进轨道装备有限公司 Vehicle track supporting component
CN111996927A (en) * 2020-08-28 2020-11-27 四川省交通勘察设计研究院有限公司 Fabricated reinforcement facility for preventing bridge from overturning and control method
CN112663511A (en) * 2021-01-12 2021-04-16 山西省交通科技研发有限公司 Implementation method for improving safety performance of single-column pier bridge
CN112663511B (en) * 2021-01-12 2022-08-16 山西省交通科技研发有限公司 Implementation method for improving safety performance of single-column pier bridge
CN112853929A (en) * 2021-01-15 2021-05-28 浙江交工集团股份有限公司 Anti-tilting structure of high-altitude lower cross beam and construction method thereof
CN112813856A (en) * 2021-02-03 2021-05-18 上海培宏公路养护技术有限公司 Steel construction of uninterrupted traffic column mound bridge jacking usefulness

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