CN209457126U - A rainwater ecological seepage well - Google Patents
A rainwater ecological seepage well Download PDFInfo
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- CN209457126U CN209457126U CN201822165971.8U CN201822165971U CN209457126U CN 209457126 U CN209457126 U CN 209457126U CN 201822165971 U CN201822165971 U CN 201822165971U CN 209457126 U CN209457126 U CN 209457126U
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Abstract
Description
技术领域technical field
本实用新型涉及渗水井的技术领域,尤其是涉及一种雨水生态渗水井。The utility model relates to the technical field of seepage wells, in particular to a rainwater ecological seepage well.
背景技术Background technique
渗水井指的是为将边沟排不出的水渗到地下透水层中而设置的填充碎、砾石等粗粒材料并铺以倒滤层的竖井。The seepage well refers to a shaft filled with coarse-grained materials such as crushed gravel and paved with an inverted filter layer, which is set up to infiltrate the water that cannot be drained from the side ditch into the underground permeable layer.
现有的技术中,公告号为CN207727716U的中国专利公开了一种蓄水渗水井与花管结合式雨水边坡,它包括雨水花园、蓄水渗水井及花管。雨水花园为贫瘠的土壤或裸露的岩石创造一个适合植物生长的环境,内部填充种植土,种植土表层种植耐旱、耐涝的藤蔓植物。这种蓄水渗水井与花管结合式雨水边坡虽然在降雨时对雨水进行收集、存储,在干旱时将雨水进行释放。花管用于对植物根系补充水源,满足植物的基本生存需求,但是渗水井也因为花草的原因,难以将地表的水进行排出,造成积水,不仅积水会对蔓藤植物造成损伤,而且渗水井难以起到渗水的作用,此问题亟待解决。In the prior art, the Chinese patent whose notification number is CN207727716U discloses a rainwater slope combining a water storage seepage well and a flower tube, which includes a rain garden, a water storage seepage well and a flower tube. The rain garden creates a suitable environment for plant growth on poor soil or exposed rocks. The interior is filled with planting soil, and the surface of the planting soil is planted with drought- and waterlogging-tolerant vines. Although this type of rainwater slope combining water storage seepage wells and flower tubes collects and stores rainwater during rainfall, it releases rainwater during drought. Flower tubes are used to replenish water to plant roots to meet the basic survival needs of plants. However, due to the flowers and plants, it is difficult to discharge the water on the surface of the seepage well, resulting in accumulated water. Not only the accumulated water will cause damage to the vines, but also seepage It is difficult for the well to play the role of water seepage, and this problem needs to be solved urgently.
实用新型内容Utility model content
本实用新型的目的是提供一种能够方便地表水排出的雨水生态渗水井。The purpose of the utility model is to provide a rainwater ecological seepage well which can discharge surface water conveniently.
本实用新型的上述技术目的是通过以下技术方案得以实现的:The above-mentioned technical purpose of the utility model is achieved through the following technical solutions:
一种雨水生态渗水井,包括井体,所述井体下端垫有钢筋砼,所述钢筋砼在井体内部位置设置有碎石垫层,所述井体内下端填有砂石滤层,所述井体上端盖有透水检查井盖,所述透水检查井盖上开设有若干透水孔,所述透水检查井盖低于地面形成排水浅沟,所述透水检查井盖周向种植有草皮。A rainwater ecological seepage well, comprising a well body, the lower end of the well body is cushioned with reinforced concrete, the reinforced concrete is provided with a gravel cushion at the inner position of the well body, and the lower end of the well body is filled with a sandstone filter layer, the The upper end cover of the well body is provided with a permeable inspection well cover, and a number of permeable holes are opened on the permeable inspection well cover.
通过采用上述技术方案,工作人员先铺设钢筋砼,作为井体的基座,然后在钢筋砼内部铺设碎石垫层,能够方便雨水渗入地下,然后再建造井体,在井体底部铺设砂石滤层,能够起到过滤砂石并且能够渗入雨水的效果。工作人员将井体周向的地面向下挖开,形成排水浅沟,方便井体周向的雨水流入井体中。工作人员再在井体上盖上透水检查井盖,减少杂物进入井体,并且通过透水孔,能够方便经过排水浅沟引流的雨水流入井体中。By adopting the above technical scheme, the staff first lays reinforced concrete as the base of the well body, and then lays a gravel cushion inside the reinforced concrete, which can facilitate the infiltration of rainwater into the ground, and then builds the well body, laying sand and gravel at the bottom of the well body The filter layer can filter sand and gravel and can infiltrate rainwater. The staff dug the ground around the well body downward to form a shallow drainage ditch to facilitate the flow of rainwater around the well body into the well body. The staff then cover the well body with a water-permeable inspection well cover to reduce debris entering the well body, and through the permeable holes, the rainwater drained through the shallow drainage ditch can easily flow into the well body.
本实用新型进一步设置为:所述井体两侧分别连通有透水波纹管。The utility model is further configured as follows: the two sides of the well body are respectively connected with water-permeable bellows.
通过采用上述技术方案,通过透水波纹管能够排出渗水井中积存的雨水,能够提升井体的排水性,同时能够通过井体本身较大的空间,能够方便工作人员通过进入井体,对透水波纹管进行检修。By adopting the above technical scheme, the rainwater accumulated in the seepage well can be discharged through the permeable bellows, which can improve the drainage of the well body. At the same time, it can pass through the large space of the well body itself, which can facilitate the staff to enter the well body and adjust the permeable bellows. Carry out maintenance.
本实用新型进一步设置为:所述透水波纹管外裹有第一渗水土工布。The utility model is further configured as: the first water-permeable geotextile is wrapped on the outside of the water-permeable bellows.
通过采用上述技术方案,能够提升透水波纹管的强度,并且当透水波纹管意外的断裂时,通过第一渗水土工布,使外界的砂砾不易进入透水波纹管,同时,外界的雨水能够正常进入透水波纹管中。By adopting the above technical solution, the strength of the permeable bellows can be improved, and when the permeable bellows breaks unexpectedly, the first water-permeable geotextile makes it difficult for external gravel to enter the permeable bellows, and at the same time, the outside rainwater can normally enter the permeable bellows.
本实用新型进一步设置为:所述井体上端外部周向设置有种植土。The utility model is further configured as follows: the outer circumference of the upper end of the well body is provided with planting soil.
通过采用上述技术方案,通过种植土,一方面种植土能够使草皮能够茁壮成长,减少上方土地因为雨水的冲刷而出现砂砾堵塞透水检查井盖上的透水孔的情况,一方面种植土中砂砾和颗粒成分较少,进一步减少透水孔堵塞情况。By adopting the above-mentioned technical scheme and planting soil, on the one hand, the planting soil can enable the turf to grow vigorously, reducing the occurrence of sand and gravel blocking the permeable hole on the permeable inspection manhole cover due to the erosion of rainwater on the upper land, and on the other hand, the gravel and particles in the planting soil Fewer ingredients further reduce pore clogging.
本实用新型进一步设置为:所述井体下端外部周向设置有砂石层,所述砂石层外裹有第二渗水土工布。The utility model is further configured as follows: a sandstone layer is arranged on the outer circumference of the lower end of the well body, and the sandstone layer is wrapped with a second water-permeable geotextile.
通过采用上述技术方案,通过砂石层,能够提升井体的稳定度,并且砂石具有良好的渗水性,能够让雨水从砂石层中渗入井体。通过第二渗水土工布的透水不透沙的特性,使砂石层中的砂砾不易对井体造成堵塞的情况,并且能够让雨水顺利的进入井体中。By adopting the above technical solution, the stability of the well body can be improved through the sandstone layer, and the sandstone has good water permeability, allowing rainwater to infiltrate into the well body from the sandstone layer. Through the water-permeable and sand-impermeable characteristics of the second water-permeable geotextile, the gravel in the sand layer is not easy to block the well body, and rainwater can smoothly enter the well body.
本实用新型进一步设置为:所述草皮周围设置有灌木群。The utility model is further configured as follows: shrubs are arranged around the turf.
通过采用上述技术方案,通过灌木群,能够提高渗水井周围土壤的紧实度,进一步减少砂石渗入井体的可能。并且通过灌木群能够具有美化环境的优点。By adopting the above-mentioned technical scheme, the compactness of the soil around the infiltration well can be improved through the shrub group, and the possibility of sand and gravel infiltrating into the well body can be further reduced. And it can have the advantage of beautifying the environment through the shrub group.
本实用新型进一步设置为:所述灌木群远离草皮一端设置有雨水引导流槽,所述雨水引导流槽朝向灌木群一侧向下倾斜,所述雨水引导流槽的倾斜程度为1:20。The utility model is further configured as follows: the end of the shrub group away from the turf is provided with a rainwater guiding flow groove, the rainwater guiding flow groove is inclined downward toward the side of the shrub group, and the inclination degree of the rainwater guiding flow groove is 1:20.
通过采用上述技术方案,通过雨水引导流槽,能够引导更远处的雨水进入渗水井中,提高渗水效率,扩大渗水范围,并且通过倾斜的雨水引导流槽,能够提高导流效率。By adopting the above-mentioned technical solution, the rainwater from farther away can be guided into the seepage well through the rainwater guiding trough, the water seepage efficiency can be improved, and the seepage range can be expanded, and the diversion efficiency can be improved through the inclined rainwater guiding trough.
本实用新型进一步设置为:所述雨水引导流槽远离灌木群一侧为人行道,所述人行道朝向雨水引导流槽一侧向下倾斜,所述人行道的坡度为2%。The utility model is further configured as follows: the side of the rainwater guiding trough away from the shrub group is a sidewalk, the sidewalk slopes downward toward the side of the rainwater guiding trough, and the slope of the sidewalk is 2%.
通过采用上述技术方案,通过设有坡度的人行道,能够将人行道上的雨水通过斜坡进入雨水引导流槽中,从而将人行道上的雨水进行导流,雨水进入渗水井中排出城市道路,提高城市道路的排水性。By adopting the above technical scheme, through the sidewalk with a slope, the rainwater on the sidewalk can enter the rainwater guiding trough through the slope, thereby diverting the rainwater on the sidewalk, and the rainwater enters the seepage well to discharge the urban road, improving the safety of the urban road. drainage.
综上所述,本实用新型的有益效果为:In summary, the beneficial effects of the utility model are:
1.采用了排水浅沟和透水检查井盖上的透水孔,从而产生能够将地面上的雨水引入渗水井的效果;1. The shallow drainage ditch and the permeable hole on the permeable inspection manhole cover are adopted, so as to produce the effect that the rainwater on the ground can be introduced into the seepage well;
2.采用了透水波纹管和第一渗水土工布,从而产生能够将渗水井中的雨水排出,并且也能够方便工作人员检修波纹管的效果。2. The water-permeable bellows and the first water-permeable geotextile are adopted, so that the rainwater in the seepage well can be discharged, and it is also convenient for the staff to check and repair the bellows.
附图说明Description of drawings
图1是本实施例的整体结构示意图。FIG. 1 is a schematic diagram of the overall structure of this embodiment.
图2是本实施例的侧面结构示意图Fig. 2 is the side structure schematic diagram of present embodiment
图中,1、井体;11、钢筋砼;12、碎石垫层;13、砂石滤层;14、透水检查井盖;141、透水孔;2、排水浅沟;21、草皮;3、透水波纹管;31、第一渗水土工布;4、种植土;5、砂石层;51、第二渗水土工布;6、灌木群;7、雨水引导流槽;8、人行道。In the figure, 1. Well body; 11. Reinforced concrete; 12. Gravel cushion; 13. Sand and gravel filter layer; 14. Permeable inspection manhole cover; 141. Permeable hole; 2. Drainage shallow ditch; Water permeable bellows; 31. First water seepage geotextile; 4. Planting soil; 5. Sand and gravel layer; 51. Second water seepage geotextile; 6. Shrub group;
具体实施方式Detailed ways
以下结合附图对本实用新型作进一步详细说明。Below in conjunction with accompanying drawing, the utility model is described in further detail.
参照图1,为本实用新型公开的一种雨水生态渗水井,包括埋入地下的井体1,在井体1下端垫有钢筋砼11,能够增加井体1的稳定性,并且井体1内在钢筋砼11有碎石垫层12,井体1内下端填有放置在碎石垫层12上的砂石滤层13,通过碎石垫层12和砂石滤层13,能够更好的让井体1中的雨水渗入地下。井体1上端盖有透水检查井盖14,透水检查井盖14上开设有若干透水孔141,通过透水孔141,能够方便地面上的雨水流入井体1中。Referring to Fig. 1, it is a rainwater ecological seepage well disclosed by the utility model, which includes a well body 1 buried in the ground, and a reinforced concrete 11 is placed on the lower end of the well body 1, which can increase the stability of the well body 1, and the well body 1 The inner reinforced concrete 11 has a crushed stone cushion 12, and the lower end of the well body 1 is filled with a sandstone filter layer 13 placed on the crushed stone cushion 12. Through the crushed stone cushion 12 and the sandstone filter layer 13, better Allow the rainwater in the well body 1 to infiltrate into the ground. The well body 1 upper end cover has a permeable inspection well cover 14, and the permeable inspection well cover 14 is provided with some permeable holes 141, through the permeable holes 141, rainwater on the ground can be conveniently flowed into the well body 1.
参照图2,井体1两侧分别连通有透水波纹管3,透水波纹管3外裹有第一渗水土工布31,通过透水波纹管3,能够排出渗水井中积存的雨水,并且第一渗水土工布31能够当透水波纹管3出现破损时,阻挡砂石进入透水波纹管3,提升透水波纹管3的稳固性。Referring to Fig. 2, the two sides of the well body 1 are respectively connected with water-permeable bellows 3, and the water-permeable bellows 3 is wrapped with a first water-permeable geotextile 31. The cloth 31 can prevent sand and gravel from entering the water-permeable bellows 3 when the water-permeable bellows 3 is damaged, thereby improving the stability of the water-permeable bellows 3 .
参照图1,井体1上端外侧设置有不易受雨水冲刷的种植土4,在种植土4上种有草皮21。在本实施例中,为了能够让地面上的雨水更好的流入井体1中,透水检查井盖14低于地面形成排水浅沟2。井体1下端外侧铺设有砂石层5,能够让雨水从砂石层5中渗入井体1,同时,砂石层5外裹有第二渗水土工布51,起到阻挡砂石的作用,并且能够让雨水顺利渗入井体1内。井体1上方的草皮21周向设置有灌木群6,灌木群6远离草皮21一端设置有雨水引导流槽7,为了能够让雨水更好的流入草皮21处的排水浅沟2,雨水引导流槽7朝向灌木群6一侧向下倾斜,并且雨水引导流槽7的倾斜程度为1:20。通过雨水引导流槽7,能够引导更远处的雨水进入渗水井中,提高渗水效率Referring to FIG. 1 , a planting soil 4 that is not easily washed by rainwater is provided outside the upper end of the well body 1 , and a turf 21 is planted on the planting soil 4 . In this embodiment, in order to allow rainwater on the ground to flow into the well body 1 better, the permeable inspection manhole cover 14 is lower than the ground to form a shallow drainage ditch 2 . A sandstone layer 5 is laid outside the lower end of the well body 1 to allow rainwater to infiltrate into the well body 1 from the sandstone layer 5. At the same time, the sandstone layer 5 is wrapped with a second water-permeable geotextile 51 to block the sandstone. Moreover, rainwater can be smoothly infiltrated into the well body 1 . The turf 21 above the well body 1 is provided with shrubs 6 in the circumferential direction, and the end of the shrubs 6 away from the turf 21 is provided with a rainwater guide flow groove 7. In order to allow rainwater to better flow into the drainage shallow ditch 2 at the turf 21, the rainwater guide The groove 7 slopes downward toward the side of the shrub group 6, and the slope of the rainwater guiding flow groove 7 is 1:20. Through the rainwater guide trough 7, it can guide the rainwater from farther into the seepage well, improving the seepage efficiency
参照图1,雨水引导流槽7远离灌木群6一侧为人行道8,人行道8朝向雨水引导流槽7一侧向下倾斜。在本实施例中,人行道8的坡度为2%。既不影响人行道8上行人的走路,也能够起到雨水导流的作用。Referring to FIG. 1 , the side of the rainwater guiding chute 7 away from the shrub group 6 is a sidewalk 8 , and the sidewalk 8 slopes downward toward the side of the rainwater guiding chute 7 . In this embodiment, the slope of the sidewalk 8 is 2%. It does not affect the walking of pedestrians on the sidewalk 8, and can also play the role of rainwater diversion.
上述实施例的实施原理为:工作人员先铺设钢筋砼11,作为井体1的基座,然后在钢筋砼11内部铺设碎石垫层12,然后再建造井体1,在井体1底部铺设砂石滤层13,外侧下端先铺设第二渗水土工布51,再往第二渗水土工布51上铺设砂石层5,然后在井体1两侧连接透水波纹管3,透水波纹管3上裹上第一渗水土工布31。井体1外部上侧填入种植土4,在种植土4上种植草皮21和周向一圈的灌木群6。砂石层5雨水经过人行道8上的坡度流向雨水引导流槽7,然后经过雨水引导流槽7流到灌木群6处,再经过排水浅沟2流到井体1上方,通过透水检查井盖14上的透水孔141,将经过排水浅沟2引流的雨水流入井体1中。如果出现透水波纹管3损坏的情况,工作人员可以打开透水检查井盖14,检查透水波纹管3。The implementation principle of the above-mentioned embodiment is as follows: the staff first lays reinforced concrete 11 as the base of the well body 1, then lays a crushed stone cushion 12 inside the reinforced concrete 11, and then builds the well body 1, and lays the bottom of the well body 1 Sand and gravel filter layer 13, the second water-permeable geotextile 51 is first laid on the lower end of the outer side, and then the sand and gravel layer 5 is laid on the second water-permeable geotextile 51, and then the water-permeable bellows 3 are connected on both sides of the well body 1, and the water-permeable bellows 3 Wrap the first water seepage geotextile 31. The upper side of the well body 1 is filled with planting soil 4 , and turf 21 and shrubs 6 in a circumferential circle are planted on the planting soil 4 . Rainwater from the gravel layer 5 flows through the slope of the sidewalk 8 to the rainwater guide trough 7, then flows through the rainwater guide trough 7 to the shrub group 6, and then flows to the top of the well body 1 through the shallow drainage ditch 2, and passes through the permeable inspection well cover 14 The permeable holes 141 on the top of the well allow the rainwater drained through the shallow drainage ditch 2 to flow into the well body 1 . If the permeable bellows 3 is damaged, the staff can open the permeable inspection manhole cover 14 to check the permeable bellows 3 .
本具体实施例仅仅是对本实用新型的解释,其并不是对本实用新型的限制,本领域技术人员在阅读完本说明书后可以根据需要对本实施例做出没有创造性贡献的修改,但只要在本实用新型的权利要求范围内都受到专利法的保护。This specific embodiment is only an explanation of the utility model, and it is not a limitation of the utility model. After reading this description, those skilled in the art can make modifications to the embodiment without creative contribution according to needs, but as long as it is within the utility model All new claims are protected by patent law.
Claims (8)
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| CN201822165971.8U CN209457126U (en) | 2018-12-22 | 2018-12-22 | A rainwater ecological seepage well |
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| CN201822165971.8U CN209457126U (en) | 2018-12-22 | 2018-12-22 | A rainwater ecological seepage well |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111910730A (en) * | 2020-06-05 | 2020-11-10 | 黑龙江建筑职业技术学院 | Municipal drainage ditch and construction method thereof |
| CN113863465A (en) * | 2021-11-18 | 2021-12-31 | 昆明理工泛亚设计集团有限公司 | Ecological drainage system of sponge urban road |
-
2018
- 2018-12-22 CN CN201822165971.8U patent/CN209457126U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111910730A (en) * | 2020-06-05 | 2020-11-10 | 黑龙江建筑职业技术学院 | Municipal drainage ditch and construction method thereof |
| CN111910730B (en) * | 2020-06-05 | 2021-11-02 | 黑龙江建筑职业技术学院 | A kind of municipal drainage ditch and its construction method |
| CN113863465A (en) * | 2021-11-18 | 2021-12-31 | 昆明理工泛亚设计集团有限公司 | Ecological drainage system of sponge urban road |
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