CN107761504A - 带有透水混凝土柱的透水路面 - Google Patents
带有透水混凝土柱的透水路面 Download PDFInfo
- Publication number
- CN107761504A CN107761504A CN201711265877.3A CN201711265877A CN107761504A CN 107761504 A CN107761504 A CN 107761504A CN 201711265877 A CN201711265877 A CN 201711265877A CN 107761504 A CN107761504 A CN 107761504A
- Authority
- CN
- China
- Prior art keywords
- pervious concrete
- concrete post
- basic unit
- layer
- porous pavement
- 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.)
- Withdrawn
Links
- 239000011380 pervious concrete Substances 0.000 title claims abstract description 42
- 239000004576 sand Substances 0.000 claims abstract description 19
- 239000010410 layer Substances 0.000 claims abstract description 16
- 239000002344 surface layer Substances 0.000 claims abstract description 12
- -1 nitrate nitrogen Chemical compound 0.000 claims abstract description 3
- 239000011449 brick Substances 0.000 claims description 3
- 238000005553 drilling Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000428 dust Substances 0.000 abstract description 3
- 239000012466 permeate Substances 0.000 abstract description 2
- 239000002689 soil Substances 0.000 abstract description 2
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 239000003344 environmental pollutant Substances 0.000 abstract 1
- 231100000719 pollutant Toxicity 0.000 abstract 1
- 239000011148 porous material Substances 0.000 abstract 1
- 238000005406 washing Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- 238000003973 irrigation Methods 0.000 description 3
- 230000002262 irrigation Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N nitrogen Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- FGIUAXJPYTZDNR-UHFFFAOYSA-N Potassium nitrate Chemical compound 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Abstract
本发明涉及一种带有透水混凝土柱的透水路面，属于道路建筑技术领域。包括自上至下依次分布的是透水面层、细沙层、基层和路基四部分，基层中设有若干个错位对齐的透水混凝土柱，透水混凝土柱由上至下贯穿基层并向下延伸至路基中，使雨水快速渗入地下；基层上铺设一层细沙，用来降低雨水中含量过高的硝态氮；在细沙与基层之间预埋有若干排水管道，用以排出不能及时渗入地下的雨水。本发明能使雨水迅速渗入地下，维护地下水及土壤的生态平衡，又能避免地基下沉；本透水路面的孔隙率较大，具有吸音作用，可减少环境噪声；且本透水路面大量的空隙能吸附城市污染物（如粉尘），减少扬尘污染；其具有易维护性，只需高压水洗，即可处理孔隙堵塞问题。
Description
带有透水混凝土柱的透水路面
技术领域
[0001] 本发明属于道路建筑技术领域，特别是涉及一种带有透水混凝土柱的透水路面。
背景技术
[0002] “海绵城市”主要指城市能像海绵一样具有吸附能力，在涝时吸水，旱时吐水。在 应对环境变化时具有良好的“弹性”和应对自然灾害等方面具有良好的应变能力。它的核心 是创新城市发展方式，让城市回归自然，建设与自然和谐的生态文明城市。所以建设海绵城 市基本原则是应以保护生态优先，最大程度上提高“海绵体”的规模和质量。
[0003] 首先，建设海绵城市必须有“海绵体”，通过有效地方式保护好原有的“海绵体”。过 去，城市建设盲目的追求高楼大厦以及用地一马平川，往往会填湖平壑。现在，不仅要尊重 城市已有的山水格局，还要最大限度地保护原有的河湖、湿地、池塘、沟渠等“海绵体”使其 不受开发活动的影响，综合运用物理、生物和生态的手段逐步修复已经受到了破坏的“海绵 体”。
[0004] 其次，建设海绵城市就是要将原有的城市基础建筑设施改造成为在涝时吸水，旱 时吐水的“海绵体”。目前绝大多数的城市都是为了突出城市景观，不仅将绿地都建得高出 周围，而且路面、街面铺设采用的都是水泥、沥青和地面砖，透水性极差。在下雨时，往往都 是往路上流，往街上流，而不是往绿地里流，使得绿地不能涵养水份和吸尘，而且得不到最 好的雨水浇灌和肥料滋养。如果采用大量的透水铺装材料使其变成带有透水混凝土柱的透 水路面、透水街面，城市的地下将能储存非常可观的地下水量，以供绿地灌溉。
[0005] 因此，建设海绵城市就应该增设一定规模的“海绵体”。结合城市排水防涝的实际 情况，增强河湖的调蓄能力，使城市能正常排水、蓄水。有目标的开挖河湖沟渠、扩充水域， 促进雨水的调蓄、渗透和净化能力。在街道、广场等地面采用透水铺装，进一步实现海绵城 市。
发明内容
[0006] 为了解决上述存在的技术问题，本发明提供了一种带有透水混凝土柱的透水路 面，能够实现一种透水、排水性能好，结构简单，强度高，且便于施工的带有透水混凝土柱的 透水路面，能够解决海绵城市蓄水、排水及其施工等难题。
[0007] 本发明采用的技术方案如下： 一种带有透水混凝土柱的透水路面，包括路基（1)、基层(2)、透水面层(3)、细沙层(4)、 排水管(5)、透水混凝土柱(6)和排水槽(7)，其特征在于：自上至下依次分布的是透水面层 (3)、细沙层(4)、基层(2)、路基（1)，所述透水混凝土 (6)柱提前预制，在基层(2)钻孔并安装 进透水混凝土柱（6)，透水混凝土柱(6)顶部与基层(2)顶端平齐并贯穿基层、延伸进路基 (1)，在基层(2)上面设置排水管(5)，之后铺设细沙层(4)，最后用透水砖铺设透水面层(3)。
[0008] 进一步地，所述透水面层(3)下铺有细沙层(4)，用以降低雨水中含量过高的硝态 氮。
[0009] 进一步地，所述透水混凝土圆柱(6)垂直设置。
[0010] 进一步地，所述透水混凝土柱(6)呈错位对齐排列，且两个柱之间距离为1〜2m。
[0011] 进一步地，所述透水混凝土柱(6)直径为5〜l〇cm，长度为25〜30cm，并提前预制。
[0012] 进一步地，所述细沙下埋有排水管(5)，两个排水管(5)之间的距离为10〜15m，且排 水管⑸与排水槽⑺相连。
[0013] 本发明的有益效果 本发明的效果和优点是，排水、透水性能好，使雨水迅速渗入地下，还原地下水，维护地 下水及土壤的生态平衡，又能避免因过度开采地下水而引起地基下沉，且透水混凝土柱的 存在加强了路面的抗压强度，满足海绵城市的发展要求。
附图说明 __
[0014] 图1是一种带有透水混凝土柱的透水路面的结构示意图。
[0015] 图2是一种带有透水混凝土柱的透水路面的剖面图。
[0016] 图3是透水混凝土柱的排列方式。
[0017] 图4是排水管道的布置方式。
[0018] 图中，（1)路基、（2)基层、（3)透水层、（4)细沙层、（5)排水管、（6)透水混凝土柱、 (7)排水槽。
具体实施方式
[0019] 下面结合附图和实施例对本发明进行详细描述。 实施例
[0020] 如图1〜4所示，一种带有透水混凝土柱的透水路面，包括路基（1)、基层(2)、透水面 层(3)、细沙层(4)、排水管(5)、透水混凝土柱(6)和排水槽(7);自上至下依次分布的是透水 面层(3)、细沙层(4)、基层(2)、路基（1)，所述透水混凝土 (6)柱提前预制，在基层(2)钻孔并 安装进透水混凝土柱(6)，透水混凝土柱(6)顶部与基层(2)顶端平齐并贯穿基层、延伸进路 基（1)，在基层（2)上面设置排水管（5)，之后铺设细沙层(4)，最后用透水砖铺设透水面层 (3);所述透水面层(3)下铺有细沙层(4)，用以降低雨水中含量过高的硝态氮;所述透水混 凝土圆柱(6)垂直设置;所述透水混凝土柱(6)呈错位对齐排列，且两个柱之间距离为1〜2m; 所述透水混凝土柱(6)直径为5〜l〇cm，长度为25〜3〇cm，并提前预制;所述细沙下埋有排水管 (5)，两个排水管⑸之间的距离为l〇~15m，且排水管⑸与排水槽⑺相连。
[0021] 以上所述仅是本发明的优选实施方式，应当指出，对于本技术领域的普通技术人 员来说，在不脱离本发明原理的前提下，还可以做出若干改进和润饰，这些改进和润饰也应 视为本发明的保护范围。
Claims (6)
1. 一种带有透水混凝土柱的透水路面，包括路基（1)、基层（2)、透水面层(3)、细沙层 (4)、排水管(5)、透水混凝土柱(6)和排水槽(7)，其特征在于：自上至下依次分布的是透水 面层(3)、细沙层(4)、基层(2)、路基（1)，所述透水混凝土 (6)柱提前预制，在基层(2)钻孔并 安装进透水混凝土柱(6)，透水混凝土柱(6)顶部与基层(2)顶端平齐并贯穿基层、延伸进路 基（1)，在基层（2)上面设置排水管(5)，之后铺设细沙层(4)，最后用透水砖铺设透水面层 ⑶。
2. 根据权利要求1所述的带有透水混凝土柱的透水路面，其特征在于:所述透水面层 (3)下铺有细沙层(4)，用以降低雨水中含量过高的硝态氮。
3. 根据权利要求1所述的带有透水混凝土柱的透水路面，其特征在于:所述透水'混凝土 圆柱(6)垂直设置。
4. 根据权利要求1所述的带有透水混凝土柱的透水路面，其特征在于:所述透水'混凝± 柱(6)呈错位对齐排列，且两个柱之间距离为1〜2m。
5. 根据权利要求1所述的带有透水混凝土柱的透水路面，其特征在于:所述透水'混凝土 柱(6)直径为5〜10cm，长度为25〜30cm，并提前预制。
6. 根据权利要求1所述的带有透水混凝土柱的透水路面，其特征在于:所述细沙下埋有 排水管(5)，两个排水管(5)之间的距离为10〜15m，且排水管(5)与排水槽(7)相连。
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158404A (zh) * | 2019-06-11 | 2019-08-23 | 北京向阳水木城市规划设计研究院 | 一种城市快速道路透水生态路面 |
| CN111549612A (zh) * | 2020-05-21 | 2020-08-18 | 中建水务环保有限公司 | 一种不透水混凝土路面透水改造技术 |
| CN111560816A (zh) * | 2020-05-21 | 2020-08-21 | 中建水务环保有限公司 | 一种不透水砌块路面透水改造技术 |
| CN111851194A (zh) * | 2020-07-17 | 2020-10-30 | 无锡市政设计研究院有限公司 | 人行道或广场透水道路结构 |
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2017
- 2017-12-05 CN CN201711265877.3A patent/CN107761504A/zh not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158404A (zh) * | 2019-06-11 | 2019-08-23 | 北京向阳水木城市规划设计研究院 | 一种城市快速道路透水生态路面 |
| CN111549612A (zh) * | 2020-05-21 | 2020-08-18 | 中建水务环保有限公司 | 一种不透水混凝土路面透水改造技术 |
| CN111560816A (zh) * | 2020-05-21 | 2020-08-21 | 中建水务环保有限公司 | 一种不透水砌块路面透水改造技术 |
| CN111851194A (zh) * | 2020-07-17 | 2020-10-30 | 无锡市政设计研究院有限公司 | 人行道或广场透水道路结构 |
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