CN208235303U - A kind of precast prestressed modularization viaduct - Google Patents

A kind of precast prestressed modularization viaduct Download PDF

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CN208235303U
CN208235303U CN201820760216.1U CN201820760216U CN208235303U CN 208235303 U CN208235303 U CN 208235303U CN 201820760216 U CN201820760216 U CN 201820760216U CN 208235303 U CN208235303 U CN 208235303U
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arc
modularization
precast
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steel
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何海荣
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Shazhou Professional Institute of Technology
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Shazhou Professional Institute of Technology
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Abstract

本实用新型公开了一种预制预应力模块化立交桥,包括:弧形预制梁和连接件,所述弧形预制梁依次间隔排列而形成弧形桥梁架构,所述连接件分别设置在相邻的两根弧形预制梁之间,所述连接件为弧形弯曲的工字钢,所述弧形预制梁两侧分别设置有与连接件两侧凹槽对应的凸边,所述弧形预制梁的底部设置有凸筋而形成T形截面结构,相邻两根凸筋之间设置有数根钢梁进行连接,所述钢梁两端分别横向贯穿凸筋且末端设置有螺母进行限位。通过上述方式,本实用新型所述的预制预应力模块化立交桥,弧形预制梁和连接件在工厂进行定制,然后再运输到现场进行施工,大大缩短了现场施工的周期,数周时间即可完成,减少了施工对交通的影响。

The utility model discloses a prefabricated prestressed modular overpass, which comprises: arc-shaped prefabricated beams and connectors, the arc-shaped prefabricated beams are arranged at intervals in sequence to form an arc-shaped bridge structure, and the connectors are respectively arranged on adjacent Between two arc-shaped prefabricated beams, the connector is an arc-shaped curved I-beam, and the two sides of the arc-shaped prefabricated beam are respectively provided with convex edges corresponding to the grooves on both sides of the connector, and the arc-shaped prefabricated The bottom of the beam is provided with convex ribs to form a T-shaped cross-sectional structure, and several steel beams are arranged between two adjacent ribs for connection. Through the above method, the prefabricated prestressed modular overpass described in the utility model, the curved prefabricated beams and connectors are customized in the factory, and then transported to the site for construction, which greatly shortens the construction period on site, and only takes a few weeks Completed, reducing the impact of construction on traffic.

Description

一种预制预应力模块化立交桥A prefabricated prestressed modular overpass bridge

技术领域technical field

本实用新型涉及桥梁技术领域,特别是涉及一种预制预应力模块化立交桥。The utility model relates to the technical field of bridges, in particular to a prefabricated prestressed modular overpass.

背景技术Background technique

随着中国经济社会的发展,城市人口越来越多,机动车数量也是逐年增加,城市交通越来越拥堵,各城市都在努力解决城市道路拥堵,特别是交叉路口的交通拥堵问题。With the development of China's economy and society, the urban population is increasing, the number of motor vehicles is increasing year by year, and urban traffic is becoming more and more congested. Every city is trying to solve the problem of urban road congestion, especially at intersections.

立交桥梁可以很好的缓解交叉路口的交通拥堵问题,但是立交桥梁的建造周期长,通常需要数月到数年的时间,施工期间加重了路口的拥堵问题,因此,施工时间越长,对城市交通的影响越大,需要改进。Overpass bridges can alleviate the traffic congestion at intersections very well, but the construction period of overpass bridges is long, which usually takes several months to several years. During the construction period, the congestion problem at intersections is aggravated. Therefore, the longer the construction time, the greater the impact on the city. The greater the impact of traffic, the greater the need for improvement.

实用新型内容Utility model content

本实用新型主要解决的技术问题是提供一种预制预应力模块化立交桥,利用预制件进行组装,减少施工周期以及对交通的影响。The technical problem mainly solved by the utility model is to provide a prefabricated prestressed modular overpass bridge, which is assembled by using prefabricated parts, so as to reduce the construction period and the impact on traffic.

为解决上述技术问题,本实用新型采用的一个技术方案是:提供一种预制预应力模块化立交桥,包括:弧形预制梁和连接件,所述弧形预制梁依次间隔排列而形成弧形桥梁架构,所述连接件分别设置在相邻的两根弧形预制梁之间,所述连接件为弧形弯曲的工字钢,所述弧形预制梁两侧分别设置有与连接件两侧凹槽对应的凸边,所述弧形预制梁的底部设置有凸筋而形成T形截面结构,相邻两根凸筋之间设置有数根钢梁进行连接,所述钢梁两端分别横向贯穿凸筋且末端设置有螺母进行限位。In order to solve the above technical problems, a technical solution adopted by the utility model is to provide a prefabricated prestressed modular overpass bridge, including: arc-shaped prefabricated beams and connectors, and the arc-shaped prefabricated beams are arranged at intervals to form an arc-shaped bridge frame, the connectors are respectively arranged between two adjacent arc-shaped prefabricated beams, the connectors are arc-shaped curved I-beams, and the two sides of the arc-shaped prefabricated beams are respectively provided with the two sides of the connectors. The convex edge corresponding to the groove, the bottom of the curved prefabricated beam is provided with convex ribs to form a T-shaped cross-sectional structure, and several steel beams are arranged between adjacent two convex ribs for connection, and the two ends of the steel beam are respectively transversely The ribs run through and the ends are provided with nuts for limiting.

在本实用新型一个较佳实施例中,所述弧形预制梁和凸筋为连体的混凝土结构,所述弧形预制梁和凸筋中预埋有钢筋网。In a preferred embodiment of the present invention, the arc-shaped prefabricated beams and ribs are a conjoined concrete structure, and steel mesh is pre-embedded in the arc-shaped prefabricated beams and ribs.

在本实用新型一个较佳实施例中,所述凸边外侧分别设置有钢板,所述钢板与钢筋网焊接固定。In a preferred embodiment of the present invention, steel plates are respectively arranged on the outer sides of the convex edges, and the steel plates are welded and fixed to the steel mesh.

在本实用新型一个较佳实施例中,所述弧形预制梁为整体式结构或者分段式结构。In a preferred embodiment of the utility model, the arc-shaped prefabricated beam is an integral structure or a segmented structure.

在本实用新型一个较佳实施例中,所述弧形预制梁为分段式结构时,每段凸筋两端分别设置有数个定位孔,相邻两段凸筋之间的定位孔利用销轴进行定位。In a preferred embodiment of the present invention, when the arc-shaped prefabricated beam is a segmented structure, several positioning holes are respectively arranged at both ends of each segment of ribs, and the positioning holes between two adjacent segments of ribs are provided with pins. axis for positioning.

在本实用新型一个较佳实施例中,所述弧形预制梁为整体式结构时,凸筋中设置有减重孔。In a preferred embodiment of the utility model, when the arc-shaped prefabricated beam is an integral structure, lightening holes are provided in the ribs.

在本实用新型一个较佳实施例中,所述钢梁为空心钢管,所述钢梁两端分别设置有与螺母对应的外螺纹。In a preferred embodiment of the utility model, the steel beam is a hollow steel pipe, and the two ends of the steel beam are respectively provided with external threads corresponding to the nuts.

在本实用新型一个较佳实施例中,还包括护栏,所述护栏的底部设置有C形钢底座,所述C形钢底座设置在边缘弧形预制梁的外侧凸边上。In a preferred embodiment of the present invention, it also includes a guardrail, the bottom of the guardrail is provided with a C-shaped steel base, and the C-shaped steel base is set on the outer flange of the edge arc prefabricated beam.

在本实用新型一个较佳实施例中,所述C形钢底座与对应凸边上的钢板采用螺栓固定,对应钢板上设置有与螺栓对应的螺纹孔。In a preferred embodiment of the present invention, the C-shaped steel base and the steel plate on the corresponding convex edge are fixed by bolts, and the corresponding steel plates are provided with threaded holes corresponding to the bolts.

在本实用新型一个较佳实施例中,所述连接件的顶面与弧形预制梁的顶面齐平。In a preferred embodiment of the utility model, the top surface of the connecting piece is flush with the top surface of the curved prefabricated beam.

本实用新型的有益效果是:本实用新型指出的一种预制预应力模块化立交桥,弧形预制梁和连接件在工厂进行定制,然后再运输到现场进行施工,大大缩短了现场施工的周期,数周时间即可完成,减少了施工对交通的影响,预应力混凝土结构,确保立交桥跨度。The beneficial effects of the utility model are: a prefabricated prestressed modular overpass pointed out by the utility model, the curved prefabricated beams and connectors are customized in the factory, and then transported to the site for construction, which greatly shortens the construction period on site. It can be completed in a few weeks, reducing the impact of construction on traffic, and the prestressed concrete structure ensures the span of the overpass.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其它的附图,其中:In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the accompanying drawings that need to be used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some implementations of the present invention. For example, for those of ordinary skill in the art, other drawings can also be obtained based on these drawings without creative work, wherein:

图1是本实用新型一种预制预应力模块化立交桥一较佳实施例的结构示意图;Fig. 1 is a structural representation of a preferred embodiment of a prefabricated prestressed modular overpass of the present utility model;

图2是图1的A-A向剖视图。Fig. 2 is a sectional view taken along line A-A of Fig. 1 .

具体实施方式Detailed ways

下面将对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅是本实用新型的一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其它实施例,都属于本实用新型保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, not all of them. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

请参阅图1~图2,本实用新型实施例包括:Please refer to Fig. 1 ~ Fig. 2, the utility model embodiment comprises:

一种预制预应力模块化立交桥,包括:弧形预制梁1和连接件2,所述弧形预制梁1依次间隔排列而形成弧形桥梁架构,所述连接件2分别设置在相邻的两根弧形预制梁1之间,所述连接件2的顶面与弧形预制梁1的顶面齐平,确保表面的平整度,必要时再铺设一层沥青路面,减少车辆行驶时的噪音。A prefabricated prestressed modular overpass bridge, comprising: curved prefabricated beams 1 and connectors 2, the curved prefabricated beams 1 are arranged at intervals in turn to form a curved bridge structure, and the connected parts 2 are respectively arranged on two adjacent Between the two arc-shaped prefabricated beams 1, the top surface of the connector 2 is flush with the top surface of the arc-shaped prefabricated beam 1 to ensure the flatness of the surface. If necessary, lay a layer of asphalt road surface to reduce the noise when the vehicle is running .

所述连接件2为弧形弯曲的工字钢,所述弧形预制梁两侧分别设置有与连接件2两侧凹槽对应的凸边11,凸边11嵌入工字钢两侧的方槽中,结构的稳定性高。The connector 2 is an arc-shaped curved I-beam, and the two sides of the arc-shaped prefabricated beam are respectively provided with convex edges 11 corresponding to the grooves on both sides of the connector 2, and the convex edges 11 are embedded in the squares on both sides of the I-beam. In the groove, the stability of the structure is high.

所述弧形预制梁1的底部设置有凸筋8而形成T形截面结构,利用凸筋8来加强弧形预制梁1的强度,特别是负载能力,相邻两根凸筋8之间设置有数根钢梁9进行,所述钢梁9两端分别横向贯穿凸筋8且末端设置有螺母7进行限位,进行横向拉伸限位,避免弧形预制梁1之间的横向分离,提升结构的整体性。The bottom of the arc-shaped prefabricated beam 1 is provided with ribs 8 to form a T-shaped cross-sectional structure, and the ribs 8 are used to strengthen the strength of the arc-shaped prefabricated beam 1, especially the load capacity. There are several steel beams 9, and the two ends of the steel beams 9 transversely penetrate the convex ribs 8 respectively, and the ends are provided with nuts 7 to limit the position, and perform transverse stretching to limit the position, avoiding the transverse separation between the curved prefabricated beams 1, and lifting The integrity of the structure.

所述钢梁9为空心钢管,进一步进行减重,所述钢梁9两端分别设置有与螺母7对应的外螺纹,方便螺母7的安装。The steel beam 9 is a hollow steel pipe for further weight reduction, and the two ends of the steel beam 9 are respectively provided with external threads corresponding to the nut 7 to facilitate the installation of the nut 7 .

所述弧形预制梁1和凸筋8为连体的混凝土结构,所述弧形预制梁1和凸筋8中预埋有钢筋网12,结构强度高。弧形预制梁1宽度设定为1米,可以根据实际需要调整,在工厂进行预制,然后运输到路口进行施工。The arc-shaped prefabricated beam 1 and the ribs 8 are a conjoined concrete structure, and the arc-shaped prefabricated beam 1 and the ribs 8 are pre-embedded with a reinforcement mesh 12, which has high structural strength. The width of the curved prefabricated beam 1 is set at 1 meter, which can be adjusted according to actual needs. It is prefabricated in the factory and then transported to the intersection for construction.

所述凸边11外侧分别设置有钢板3,所述钢板3与钢筋网12焊接固定,钢板3位于连接件2两侧凹槽中,减少了凸边11的工作压力,提升了结构的整体性和强度。Steel plates 3 are arranged on the outer sides of the flanges 11, and the steel plates 3 and the steel mesh 12 are welded and fixed. The steel plates 3 are located in the grooves on both sides of the connector 2, which reduces the working pressure of the flanges 11 and improves the integrity of the structure. and strength.

弧形预制梁1可以采用两种结构,整体式结构和分段式结构:The curved prefabricated beam 1 can adopt two structures, integral structure and segmented structure:

所述弧形预制梁1为分段式结构时,每段凸筋8两端分别设置有上下2个定位孔10,相邻两段凸筋8之间的定位孔10利用销轴进行插接定位,降低了弧形预制梁1的生产和运输成本;When the arc-shaped prefabricated beam 1 is a segmented structure, two upper and lower positioning holes 10 are respectively arranged at both ends of each segment of the ribs 8, and the positioning holes 10 between two adjacent segments of the ribs 8 are inserted using a pin Positioning reduces the production and transportation costs of the curved prefabricated beam 1;

所述弧形预制梁1为整体式结构时,凸筋8中设置有减重孔,降低自重。When the arc-shaped prefabricated beam 1 is an integral structure, lightening holes are arranged in the ribs 8 to reduce the self-weight.

为了提升安全性,还需要在立交桥梁两侧加装护栏4,所述护栏4的底部设置有C形钢底座6,护栏4采用钢结构,与C形钢底座6采用焊接或者螺栓固定,施工便利,所述C形钢底座6设置在边缘弧形预制梁的外侧凸边上,C形钢底座6卡在外侧凸边上,结构相对稳定,所述C形钢底座6与对应凸边上的钢板采用螺栓5固定,结构牢固,对应钢板上设置有与螺栓5对应的螺纹孔,安装和拆卸维护比较便利。In order to improve safety, guardrails 4 also need to be installed on both sides of the overpass bridge. The bottom of the guardrail 4 is provided with a C-shaped steel base 6. The guardrail 4 adopts a steel structure, and the C-shaped steel base 6 is fixed by welding or bolts. Convenient, the C-shaped steel base 6 is arranged on the outer flange of the edge arc prefabricated beam, the C-shaped steel base 6 is stuck on the outer flange, and the structure is relatively stable, and the C-shaped steel base 6 is connected to the corresponding flange. The steel plate is fixed by bolt 5, and the structure is firm. The corresponding steel plate is provided with threaded holes corresponding to the bolt 5, which is convenient for installation, disassembly and maintenance.

综上所述,本实用新型指出的一种预制预应力模块化立交桥,特别采用了弧形预制梁1和连接件2,无需在施工现场进行浇筑和等待,受不良天气影响小,施工周期短,对城市交通的影响可以降到最低。To sum up, a prefabricated prestressed modular overpass proposed by the utility model especially adopts arc prefabricated beams 1 and connectors 2, without pouring and waiting at the construction site, less affected by bad weather, and short construction period , the impact on urban traffic can be minimized.

以上所述仅为本实用新型的实施例,并非因此限制本实用新型的专利范围,凡是利用本实用新型说明书内容所作的等效结构或等效流程变换,或直接或间接运用在其它相关的技术领域,均同理包括在本实用新型的专利保护范围内。The above descriptions are only examples of the present utility model, and are not intended to limit the patent scope of the present utility model. Any equivalent structure or equivalent process transformation made by using the content of the utility model description, or directly or indirectly used in other related technologies Fields are all included in the scope of patent protection of the utility model in the same way.

Claims (10)

1. a kind of precast prestressed modularization viaduct characterized by comprising arc precast beam and connector, the arc Precast beam is sequentially arranged at intervals and forms arc bridge framework, and the connector is separately positioned on two adjacent arc precast beams Between, the connector is the I-steel of arc-shaped bend, and arc precast beam two sides are respectively arranged with recessed with connector two sides The bottom of the corresponding chimb of slot, the arc precast beam is provided with convex ribs and forms T section structure, between adjacent two convex ribs It is provided with several girder steels to be attached, the girder steel both ends extend transversely through convex ribs respectively and end is provided with nut and is limited.
2. precast prestressed modularization viaduct according to claim 1, which is characterized in that the arc precast beam and convex Muscle is the concrete structure of disjunctor, is embedded with steel mesh in the arc precast beam and convex ribs.
3. precast prestressed modularization viaduct according to claim 2, which is characterized in that set respectively on the outside of the chimb It is equipped with steel plate, the steel plate is welded and fixed with steel mesh.
4. precast prestressed modularization viaduct according to claim 1, which is characterized in that the arc precast beam is whole Body formula structure or segmentation structure.
5. precast prestressed modularization viaduct according to claim 1, which is characterized in that the arc precast beam is point When segmentation structure, every section of convex ribs both ends are respectively arranged with several location holes, and the location hole between adjacent two sections of convex ribs utilizes pin shaft It is positioned.
6. precast prestressed modularization viaduct according to claim 1, which is characterized in that the arc precast beam is whole When body formula structure, lightening hole is provided in convex ribs.
7. precast prestressed modularization viaduct according to claim 1, which is characterized in that the girder steel is hollow steel Pipe, the girder steel both ends are respectively arranged with external screw thread corresponding with nut.
8. precast prestressed modularization viaduct according to claim 3, which is characterized in that it further include guardrail, the shield The bottom on column is provided with C-shaped steel base, and the C-shaped steel base is arranged on the outside chimb of edge arc precast beam.
9. precast prestressed modularization viaduct according to claim 8, which is characterized in that the C-shaped steel base with it is right It answers the steel plate on chimb to be fixed by bolts, is provided with threaded hole corresponding with bolt on corresponding steel plate.
10. precast prestressed modularization viaduct according to claim 1, which is characterized in that the top surface of the connector It is flushed with the top surface of arc precast beam.
CN201820760216.1U 2018-05-22 2018-05-22 A kind of precast prestressed modularization viaduct Expired - Fee Related CN208235303U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108425312A (en) * 2018-05-22 2018-08-21 沙洲职业工学院 A kind of precast prestressed modularization viaduct
CN114438873A (en) * 2022-02-16 2022-05-06 湖南大学 A prefabricated ultra-high performance concrete hollow T-beam bridge structure and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108425312A (en) * 2018-05-22 2018-08-21 沙洲职业工学院 A kind of precast prestressed modularization viaduct
CN114438873A (en) * 2022-02-16 2022-05-06 湖南大学 A prefabricated ultra-high performance concrete hollow T-beam bridge structure and its construction method

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Granted publication date: 20181214

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