CN101962936B - Viaduct drainage system - Google Patents
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- CN101962936B CN101962936B CN2010105075006A CN201010507500A CN101962936B CN 101962936 B CN101962936 B CN 101962936B CN 2010105075006 A CN2010105075006 A CN 2010105075006A CN 201010507500 A CN201010507500 A CN 201010507500A CN 101962936 B CN101962936 B CN 101962936B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 37
- 239000004575 stone Substances 0.000 claims description 30
- 239000003973 paint Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
Description
技术领域 technical field
本发明涉及一种桥面排水构造,特别是涉及一种高架桥排水系统。The invention relates to a bridge deck drainage structure, in particular to a viaduct drainage system.
背景技术 Background technique
传统高架桥的桥面排水构造通常都采用桥面集水井、排水管、地面收集井这一系统,集水井与排水管一般仅在桥墩、桥台处设置,这样,雨水的桥面收集点较少,收集量较少,并且,排水管的管径又较小,排水管易被较大的杂物阻塞,维护疏通不便;另外,排水管一般外挂在桥墩结构的外侧,不仅视觉上极不美观,在一些安全性要求高的特殊地段,譬如跨高铁的区段,因跨越区域的特殊性,设置外挂排水管可能因管道老化、脱落、阻塞造成安全隐患。The bridge deck drainage structure of traditional viaducts usually adopts a system of bridge deck water collection wells, drainage pipes, and ground collection wells. Water collection wells and drainage pipes are generally only installed at bridge piers and abutments, so that there are fewer bridge deck collection points for rainwater. , the amount of collection is less, and the diameter of the drainage pipe is small, the drainage pipe is easily blocked by larger debris, and maintenance and dredging are inconvenient; in addition, the drainage pipe is generally hung outside the pier structure, which is not only visually unsightly , In some special areas with high safety requirements, such as the section across the high-speed rail, due to the particularity of the crossing area, the installation of external drainage pipes may cause safety hazards due to aging, falling off, and blockage of the pipes.
因此,本领域的技术人员一致致力于开发一种集水及泄水量大、排水不易阻塞、安全性高的高架桥排水系统。Therefore, those skilled in the art are unanimously committed to developing a viaduct drainage system with large water collection and discharge capacity, difficult to block drainage, and high safety.
发明内容 Contents of the invention
针对上述现有技术存在的不足,本发明提供一种集水及泄水量大、排水不易阻塞、安全性高的高架桥排水系统。In view of the deficiencies in the above-mentioned prior art, the present invention provides a viaduct drainage system with large water collection and discharge capacity, low drainage blockage, and high safety.
为了实现上述目的,本发明的目的在于提供一种高架桥排水系统,所述高架桥包括行车道、人行道以及位于行车道与人行道之间的侧石,所述侧石上开设有供雨水流入的通孔,所述人行道下方设置有沿人行道纵向延伸的集水泄水通道,所述集水泄水通道与所述侧石上的通孔连通。In order to achieve the above object, the object of the present invention is to provide a viaduct drainage system, the viaduct includes a driveway, a sidewalk and side stones between the driveway and the sidewalk, the side stones are provided with through holes for rainwater to flow in, A water collection and drainage channel extending longitudinally along the sidewalk is arranged below the sidewalk, and the water collection and drainage channel communicates with the through holes on the side stones.
进一步地,所述人行道的下方设有至少一道垫梁,所述垫梁沿人行道纵向延伸,所述侧石与相邻的所述垫梁之间形成所述集水泄水通道;优选地,所述集水泄水通道的内表面上涂覆有防水涂料。Further, at least one pad beam is provided below the sidewalk, the pad beam extends longitudinally along the sidewalk, and the water collection and drainage channel is formed between the side stones and the adjacent pad beams; preferably, The inner surface of the water collection and drainage channel is coated with waterproof paint.
进一步地,所述侧石上的通孔底面设置成朝向集水泄水通道下倾布置的导流斜坡,可使雨水通过侧石的通孔更快的流入进集水泄水通道内。Further, the bottom surface of the through hole on the side stone is set as a diversion slope arranged downward toward the water collection and drainage channel, so that rainwater can flow into the water collection and drainage channel faster through the through hole of the side stone.
进一步地,所述侧石上的通孔内设置有阻止垃圾、杂物进入的进水格栅。Further, a water inlet grill is arranged in the through hole on the side stone to prevent the entry of garbage and sundries.
进一步地,所述人行道沿自所述高架桥的边缘至至所述侧石的方向向下倾斜设置;优选地,所述人行道沿自所述高架桥的边缘至所述侧石的方向倾斜的坡度为1%。Further, the sidewalk is inclined downward along the direction from the edge of the viaduct to the side stone; preferably, the slope of the sidewalk along the direction from the edge of the viaduct to the side stone is 1%.
进一步地,所述行车道沿自所述高架桥的桥面中心线至所述侧石的方向向下倾斜设置;优选地,所述行车道沿自所述高架桥的桥面中心线至所述侧石方向倾斜的坡度为2%。Further, the traffic lane is arranged inclined downward along the direction from the bridge deck centerline of the viaduct to the side stone; preferably, the traffic lane is arranged along the direction from the bridge deck centerline of the viaduct to the side stone The slope in the stone direction is 2%.
进一步地,所述集水泄水通道与设置于所述高架桥的桥台外路面上的排水管连通。Further, the water collection and drainage channel is in communication with a drainage pipe arranged on the outer road surface of the abutment of the viaduct.
与现有技术相比,本发明具有以下优点:Compared with the prior art, the present invention has the following advantages:
1. 取消了桥面集水井与排水管,充分利用人行道下方的空余空间作为桥面雨水的收集与泄水通道。1. The water collection well and drainage pipes on the bridge deck are cancelled, and the free space under the sidewalk is fully utilized as a channel for collecting and discharging rainwater on the bridge deck.
2. 桥面雨水由原先桥墩处的点状收集改为沿桥面人行道纵向全线收集,集水及泄水量大大提高,排水也不易阻塞。2. The rainwater on the bridge deck has been changed from the point-like collection at the pier to the longitudinal collection along the sidewalk on the bridge deck. The water collection and discharge volume have been greatly improved, and the drainage is not easy to block.
3. 取消了每个桥墩处的外挂排水管,仅安排在桥台外的路面上,增加了高架桥梁外立面的美观性;同时,避免了桥墩处设置外挂排水管带来的安全隐患,适合于对安全性要求高的跨高铁区段使用。3. The external drainage pipes at each pier are canceled, and are only arranged on the road outside the abutment, which increases the aesthetics of the facade of the viaduct; at the same time, it avoids the safety hazards caused by the installation of external drainage pipes at the pier, which is suitable for It is used in cross-high-speed rail sections with high safety requirements.
4. 维护养护更加便捷,集水泄水通道仅需移除覆盖于其上的人行道盖板既可维护。4. Maintenance is more convenient. The water collection and drainage channel can be maintained only by removing the sidewalk cover covering it.
以下将结合附图对本发明的构思、具体结构及产生的技术效果作进一步说明,以充分地了解本发明的目的、特征和效果。The idea, specific structure and technical effects of the present invention will be further described below in conjunction with the accompanying drawings, so as to fully understand the purpose, features and effects of the present invention.
附图说明 Description of drawings
图1是本发明的立体结构示意图。Fig. 1 is a schematic diagram of the three-dimensional structure of the present invention.
图2是本发明的横截面图。Figure 2 is a cross-sectional view of the present invention.
具体实施方式 Detailed ways
图1和图2显示了本发明的高架桥排水系统的一个较佳的实施例。高架桥包括人行道1、行车道2以及位于人行道1与行车道2之间的侧石4。侧石4上开设有供雨水流入的通孔41,人行道1下方设置有沿人行道1纵向延伸的集水泄水通道6,集水泄水通道6与侧石4上的通孔41连通。在一个具体实施例中,侧石4上的通孔41的底面设置成朝向集水泄水通道6倾斜的导流斜坡7,以利于流入通孔41的雨水快速流至集水泄水通道6。在一个具体实施例中,侧石4的通孔41内布置有进水格栅5,以阻止垃圾、杂物进入到集水泄水通道6。Figure 1 and Figure 2 show a preferred embodiment of the viaduct drainage system of the present invention. The viaduct includes a sidewalk 1 , a carriageway 2 and a side stone 4 between the sidewalk 1 and the carriageway 2 . The side stone 4 is provided with a through hole 41 for rainwater to flow in, and the sidewalk 1 is provided with a water collection and drainage channel 6 extending longitudinally along the sidewalk 1 , and the water collection and drainage channel 6 communicates with the through hole 41 on the side stone 4 . In a specific embodiment, the bottom surface of the through hole 41 on the side stone 4 is set as a diversion slope 7 inclined towards the water collection and drainage channel 6, so as to facilitate the rainwater flowing into the through hole 41 to quickly flow to the water collection and drainage channel 6 . In a specific embodiment, a water inlet grill 5 is arranged in the through hole 41 of the side stone 4 to prevent garbage and sundries from entering the water collection and drainage channel 6 .
在人行道1的下方设置有垫梁3,垫梁3沿人行道1的纵向延伸,侧石4与相邻的垫梁3之间形成集水泄水通道6。在一个具体实施例中,集水泄水通道6的内表面上涂覆有防止雨水渗出的防水涂料层8。Pad beams 3 are arranged below the sidewalk 1 , and the pad beams 3 extend longitudinally along the sidewalk 1 , and a water collection and drainage channel 6 is formed between side stones 4 and adjacent pad beams 3 . In a specific embodiment, the inner surface of the water collection and drainage channel 6 is coated with a waterproof paint layer 8 to prevent rainwater from seeping out.
人行道1沿自高架桥的边缘至侧石4的方向向下倾斜。在本实施例中,人行道1的倾斜坡度为1%。The sidewalk 1 slopes downward along the direction from the edge of the viaduct to the side stone 4 . In this embodiment, the slope of the sidewalk 1 is 1%.
行车道2沿自高架桥的桥面中心线至侧石4的方向向下倾斜。在本实施例中,行车道2的倾斜坡度为2%。The carriageway 2 slopes downward along the direction from the bridge deck centerline of the viaduct to the side stone 4 . In the present embodiment, the slope of the carriageway 2 is 2%.
集水泄水通道6与设置于高架桥的桥台外路面上的排水管连通(未图示)。The water collection and drainage channel 6 communicates with the drainage pipe (not shown) arranged on the road outside the abutment of the viaduct.
在具体实施例中,人行道1的路面是由多块覆盖于集水泄水通道6上的人行道盖板11拼接而成。In a specific embodiment, the road surface of the sidewalk 1 is spliced by a plurality of sidewalk cover plates 11 covering the water collection and drainage channel 6 .
以上详细描述了本发明的较佳具体实施例。应当理解,本领域的普通技术无需创造性劳动就可以根据本发明的构思做出诸多修改和变化。因此,凡本技术领域中技术人员依本发明的构思在现有技术的基础上通过逻辑分析、推理或者有限的实验可以得到的技术方案,皆应在由权利要求书所确定的保护范围内。The preferred specific embodiments of the present invention have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes according to the concept of the present invention without creative efforts. Therefore, all technical solutions that can be obtained by those skilled in the art based on the concept of the present invention through logical analysis, reasoning or limited experiments on the basis of the prior art shall be within the scope of protection defined by the claims.
Claims (4)
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CN2010105075006A CN101962936B (en) | 2010-10-15 | 2010-10-15 | Viaduct drainage system |
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CN2010105075006A CN101962936B (en) | 2010-10-15 | 2010-10-15 | Viaduct drainage system |
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CN101962936B true CN101962936B (en) | 2012-10-31 |
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Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103669198A (en) * | 2013-12-04 | 2014-03-26 | 中山弘博企业管理咨询有限公司 | Rainwater recovery device on viaduct |
CN106320172B (en) * | 2016-11-25 | 2018-03-02 | 北京市市政工程设计研究总院有限公司 | A kind of bridge deck drainage auxiliary facility |
CN110080102A (en) * | 2019-04-26 | 2019-08-02 | 中铁武汉勘察设计研究院有限公司 | A Bridge Deck Drainage Structure for Bridges Over Railway |
CN116837718A (en) * | 2023-06-19 | 2023-10-03 | 郑州市市政工程勘测设计研究院 | A kind of high-efficiency bridge deck drainage system with separate compartments for long urban bridges |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6379079B1 (en) * | 1998-04-10 | 2002-04-30 | Autostrade Concessionie Costruzioni Autostrade S.P.A. | Ecotechnical cooperating separation layer for a pavement and its manufacturing process |
CN2791104Y (en) * | 2005-04-22 | 2006-06-28 | 郝贤成 | Bridge floor transverse water drain pipe |
CN201141118Y (en) * | 2007-12-20 | 2008-10-29 | 上海市政工程设计研究总院 | A bridge gully structure |
CN201843073U (en) * | 2010-10-15 | 2011-05-25 | 上海市城市建设设计研究院 | Drainage system of high level bridge |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006089972A (en) * | 2004-09-22 | 2006-04-06 | Daichi Koei Kk | Bridge surface drain treatment system |
JP2006118131A (en) * | 2004-10-19 | 2006-05-11 | Ito Yogyo Co Ltd | Pedestrian road boundary block having drainage function, drainage structure of paved road using the same, and construction method thereof |
JP4648129B2 (en) * | 2005-08-18 | 2011-03-09 | 株式会社ダイクレ | Road surface cooling road structure |
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6379079B1 (en) * | 1998-04-10 | 2002-04-30 | Autostrade Concessionie Costruzioni Autostrade S.P.A. | Ecotechnical cooperating separation layer for a pavement and its manufacturing process |
CN2791104Y (en) * | 2005-04-22 | 2006-06-28 | 郝贤成 | Bridge floor transverse water drain pipe |
CN201141118Y (en) * | 2007-12-20 | 2008-10-29 | 上海市政工程设计研究总院 | A bridge gully structure |
CN201843073U (en) * | 2010-10-15 | 2011-05-25 | 上海市城市建设设计研究院 | Drainage system of high level bridge |
Non-Patent Citations (3)
Title |
---|
JP特开2006-118131A 2006.05.11 |
JP特开2006-89972A 2006.04.06 |
JP特开2007-51462A 2007.03.01 |
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