CN104831599B - Composite water storage and drainage environment-friendly ground - Google Patents
Composite water storage and drainage environment-friendly ground Download PDFInfo
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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Abstract
一种复合蓄排水环保地面,所述复合蓄排水环保地面上绿地中设有若干个园林检查井,所述复合蓄排水环保地面上的道路中从上到下依次连接有透水砖层、透水铺贴层、现浇透水层、透水基层和夯实土层,所述透水砖层、透水铺贴层、现浇透水层、透水基层和夯实土层的垂直断面之间设有若干个道路检查井,本发明构造简单、施工方便、使用灵活和成本低廉,具有减少地面积水成灾、缓解城市热岛效应、节水节能和降噪吸尘的作用。
A composite storage and drainage environment-friendly ground. Several garden inspection wells are arranged in the green land on the composite storage and drainage environment-friendly ground. The roads on the composite storage and drainage environment-friendly ground are connected with permeable brick layers and permeable pavements in sequence from top to bottom. Laying layer, cast-in-place permeable layer, permeable base layer and rammed soil layer. Several road inspection wells are arranged between the vertical sections of the permeable brick layer, permeable pavement layer, cast-in-place permeable layer, permeable base layer and rammed soil layer. The invention has the advantages of simple structure, convenient construction, flexible use and low cost, and has the functions of reducing ground flood disasters, alleviating urban heat island effect, saving water and energy, and reducing noise and dust collection.
Description
技术领域technical field
本发明涉及一种环保地面,尤其涉及一种复合蓄排水环保地面。The invention relates to an environment-friendly ground, in particular to a composite water storage and drainage environment-friendly ground.
背景技术Background technique
现代城市的发展使得城市建筑物不断扩张,城市内各种建设物使原有的自然的土壤表面被水泥和沥青等材料所覆盖,从而引发诸多环境问题,如地表径流增加、雨天积水成灾、地下水补充减少和城市热岛效应等,改善城市环境成为当今城市建设过程中必须关注的问题,特别是在新建建筑物设计规划时,必须考虑到水资源回收利用和节能减排,但现有的透水地面主要是通过透水层蓄水来减少地表径流、降低地表积水水位和缩短地表积水时间,但对于渗透系数小的土壤基层来说不能很好的实现,并且也不具备蓄水再利用功能,而部分透水地面设置雨水收集系统,地面雨水通过管道汇集在蓄水池,再通过抽水设备实现雨水再利用,但其构造复杂、成本较高、涉及面广、灵活性差和不利于推广普及的缺陷。The development of modern cities has led to the continuous expansion of urban buildings, and various constructions in the city have covered the original natural soil surface with materials such as cement and asphalt, which has caused many environmental problems, such as increased surface runoff and flooding in rainy days. , groundwater replenishment reduction and urban heat island effect, etc. Improving the urban environment has become an issue that must be paid attention to in the process of urban construction today. Especially in the design and planning of new buildings, water resource recycling and energy saving and emission reduction must be taken into account. However, the existing Permeable ground mainly reduces surface runoff, lowers surface water level and shortens surface water time through permeable layer water storage, but it cannot be well realized for soil base with low permeability coefficient, and it is not suitable for water storage and reuse function, while part of the permeable ground is equipped with a rainwater collection system, the ground rainwater is collected in the reservoir through the pipeline, and then the rainwater is reused through the pumping equipment, but its structure is complex, the cost is high, it involves a wide range of areas, the flexibility is poor, and it is not conducive to popularization Defects.
发明内容Contents of the invention
本发明的目的在于提供一种复合蓄排水环保地面,解决了城市内各种建设物使原有自然的土壤表面被水泥和沥青等材料所覆盖,从而引发诸多环境问题,如地表径流增加、雨天积水成灾、地下水补充减少和城市热岛效应加重,改善城市环境成为当今城市建设过程中必须关注的问题,特别是在新建建筑物设计规划时,必须考虑到水资源回收利用和节能减排,但现有的透水地面主要是通过透水层蓄水来减少地表径流、降低地表积水水位和缩短地表积水时间,但对于渗透系数小的土壤基层来说不能很好的实现,并且也不具备蓄水再利用功能,而部分透水地面设置雨水收集系统,地面雨水通过管道汇集在蓄水池,再通过抽水设备实现雨水再利用,但其构造复杂、成本较高、涉及面广、灵活性差和不利于推广普及的问题。The purpose of the present invention is to provide a composite storage and drainage environment-friendly ground, which solves the problem that various constructions in the city make the original natural soil surface covered by materials such as cement and asphalt, thereby causing many environmental problems, such as increased surface runoff, rainy days, etc. Accumulated water causes disasters, groundwater replenishment decreases, and the urban heat island effect intensifies. Improving the urban environment has become an issue that must be paid attention to in the process of urban construction today. Especially in the design and planning of new buildings, water resource recycling and energy saving and emission reduction must be considered. However, the existing permeable ground mainly reduces surface runoff, lowers the surface water level and shortens the surface water time through the water storage of the permeable layer, but it cannot be well realized for the soil base with a small permeability coefficient, and it is not available. Water storage and reuse function, and part of the permeable ground is equipped with a rainwater collection system, the ground rainwater is collected in the reservoir through the pipeline, and then the rainwater is reused through the pumping equipment, but its structure is complicated, the cost is high, it involves a wide range of areas, and the flexibility is poor. Not conducive to popularization of the problem.
本发明是这样实现的,它包括夯实土层、透水基层、现浇透水层、透水铺贴层、透水砖层、检查井顶盖、排水管一、排水管二、垫层、道路检查井、渗水管、溢水管、园林检查井,其特征在于:所述复合蓄排水环保地面上绿地中设有若干个园林检查井,所述复合蓄排水环保地面上的道路中从上到下依次连接有透水砖层、透水铺贴层、现浇透水层、透水基层和夯实土层,所述透水砖层、透水铺贴层、现浇透水层、透水基层和夯实土层的垂直断面之间设有若干个道路检查井,所述道路检查井从上到下依次设有检查井顶盖、排水管一和排水管二,所述若干个排水管一一端均匀分布在道路检查井的井壁上,所述排水管一一端连接旋转弯头,所述排水管一另一端连接透水基层,所述排水管一之间在同一水平面上,所述排水管一底部与透水基层底部的垂直距离为50MM,所述园林检查井从上到下依次设有检查井顶盖、溢水管和渗水管,所述渗水管外表面上设有若干个细小的孔,所述园林检查井和道路检查井正下方设有垫层,所述排水管二和溢水管连接市政排水管。The present invention is realized in this way, which includes compacted soil layer, permeable base, cast-in-place permeable layer, permeable pavement layer, permeable brick layer, inspection well top cover, drainage pipe 1, drainage pipe 2, cushion, road inspection well, Seepage pipes, overflow pipes, and garden inspection wells are characterized in that: several garden inspection wells are arranged in the green space on the compound water storage and drainage environment-friendly ground, and the roads on the compound water storage and drainage environment-friendly ground are sequentially connected from top to bottom. A permeable brick layer, a permeable paving layer, a cast-in-place permeable layer, a permeable base, and a compacted soil layer, wherein the vertical sections of the permeable brick layer, the permeable pavement layer, the cast-in-place permeable layer, the permeable base, and the rammed soil layer are provided with Several road inspection wells, the road inspection wells are provided with inspection well top cover, drain pipe 1 and drain pipe 2 from top to bottom, and the ends of the several drain pipes are evenly distributed on the well wall of the road inspection well , one end of the drain pipe is connected to a swivel elbow, the other end of the drain pipe is connected to the permeable base, the drain pipes are on the same horizontal plane, and the vertical distance between the bottom of the drain pipe and the bottom of the permeable base is 50MM, the garden inspection well is provided with inspection well top cover, overflow pipe and seepage pipe in turn from top to bottom. A cushion is arranged below, and the second drainage pipe and the overflow pipe are connected to the municipal drainage pipe.
所述现浇透水层采用100MM-200MM厚度的透水混凝土;所述透水混凝土的连续孔隙率为15%-25%;所述透水混凝土的纵横温度缝间距为4000MM-6000MM。The cast-in-place permeable layer adopts permeable concrete with a thickness of 100MM-200MM; the continuous porosity of the permeable concrete is 15%-25%; the vertical and horizontal temperature joint spacing of the permeable concrete is 4000MM-6000MM.
所述透水基层采用150MM-250MM厚度的碎石层;所述透水基层的空隙率为20%-40%。The permeable base layer adopts a gravel layer with a thickness of 150MM-250MM; the porosity of the permeable base layer is 20%-40%.
所述渗水管四周铺设碎石过滤层。A gravel filter layer is laid around the seepage pipe.
所述垫层采用C10混凝土浇筑成的长方体。The cushion is a cuboid made of C10 concrete.
所述排水管一和渗水管连接透水基层的一端设有网格状过滤盖。The end of the drainage pipe 1 and the seepage pipe connected to the permeable base is provided with a grid-shaped filter cover.
所述检查井顶盖上表面均匀分布有若干个漏水孔。There are several water leakage holes evenly distributed on the upper surface of the top cover of the inspection well.
本发明的技术效果是:本发明构造简单、施工方便、使用灵活和成本低廉,具有减少地面积水成灾、缓解城市热岛效应、节水节能和降噪吸尘的作用。The technical effects of the present invention are: the present invention has simple structure, convenient construction, flexible use and low cost, and has the functions of reducing ground flooding, alleviating urban heat island effect, saving water and energy, and reducing noise and dust.
附图说明Description of drawings
图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.
图2为本发明的道路检查井的结构示意图。Fig. 2 is a structural schematic diagram of the road inspection well of the present invention.
图3为本发明的园林检查井的结构示意图。Fig. 3 is a schematic structural view of the garden inspection well of the present invention.
在图中,1、夯实土层2、透水基层3、现浇透水层4、透水铺贴层5、透水砖层6、检查井顶盖7、排水管一8、排水管二9、垫层10、道路检查井11、渗水管12、溢水管13、园林检查井。In the figure, 1, compacted soil layer 2, permeable base layer 3, cast-in-place permeable layer 4, permeable pavement layer 5, permeable brick layer 6, inspection well top cover 7, drainage pipe 1 8, drainage pipe 2 9, cushion 10. Road inspection well 11, seepage pipe 12, overflow pipe 13, garden inspection well.
具体实施方式detailed description
结合图1、2、3来具体说明本发明,所述复合蓄排水环保地面上绿地中设有若干个园林检查井13,所述复合蓄排水环保地面上道路中从上到下依次连接有透水砖层5、透水铺贴层4、现浇透水层3、透水基层2和夯实土层1,所述透水砖层5、透水铺贴层4、现浇透水层3、透水基层2和夯实土层1的垂直断面之间设有若干个道路检查井10,所述道路检查井10从上到下依次设有检查井顶盖6、排水管一7和排水管二8,所述若干个排水管一7一端均匀分布在道路检查井10的井壁上,所述排水管一7一端连接旋转弯头,所述排水管一7另一端连接透水基层2,所述排水管一7之间在同一水平面上,所述排水管一7底部与透水基层2底部的垂直距离为50MM,所述园林检查井13从上到下依次设有检查井顶盖6、溢水管12和渗水管11,所述渗水管11外表面上设有若干个细小的孔,所述园林检查井13和道路检查井10正下方设有垫层9,所述排水管二8和溢水管12连接市政排水管。The present invention will be described in detail in conjunction with Fig. 1, 2 and 3. Several garden inspection wells 13 are arranged in the green land on the composite storage and drainage environment-friendly ground, and the roads on the composite storage and drainage environment-friendly surface are sequentially connected with permeable wells 13 from top to bottom. Brick layer 5, permeable paving layer 4, cast-in-place permeable layer 3, permeable base layer 2 and rammed soil layer 1, the permeable brick layer 5, permeable pavement layer 4, cast-in-place permeable layer 3, permeable base layer 2 and rammed soil Several road inspection wells 10 are arranged between the vertical sections of the layer 1, and the road inspection wells 10 are provided with inspection well top covers 6, drainage pipe 1 7 and drainage pipe 2 8 sequentially from top to bottom. One end of the pipe one 7 is evenly distributed on the well wall of the road inspection well 10, one end of the drain pipe one 7 is connected to a swivel elbow, the other end of the drain pipe one 7 is connected to the permeable base layer 2, and the drain pipe one 7 is connected to the water-permeable base layer 2. On the same horizontal plane, the vertical distance between the bottom of the drainage pipe 17 and the bottom of the permeable base 2 is 50 mm, and the garden inspection well 13 is provided with an inspection well top cover 6, an overflow pipe 12 and a water seepage pipe 11 sequentially from top to bottom. The outer surface of the seepage pipe 11 is provided with several small holes, the garden inspection well 13 and the road inspection well 10 are directly below the cushion 9, and the drainage pipe 2 8 and the overflow pipe 12 are connected to the municipal drainage pipe.
所述现浇透水层3采用100MM-200MM厚度的透水混凝土;所述透水混凝土的连续孔隙率为15%-25%;所述透水混凝土的纵横温度缝间距为4000MM-6000MM。The cast-in-place permeable layer 3 adopts permeable concrete with a thickness of 100MM-200MM; the continuous porosity of the permeable concrete is 15%-25%; the vertical and horizontal temperature joint spacing of the permeable concrete is 4000MM-6000MM.
所述透水基层2采用150MM-250MM厚度的碎石层;所述透水基层2的空隙率为20%-40%。The permeable base 2 adopts a gravel layer with a thickness of 150MM-250MM; the porosity of the permeable base 2 is 20%-40%.
所述渗水管11四周铺设碎石过滤层,这样一来防止泥沙堵塞渗水管11上的细小的孔。The gravel filter layer is paved around the seepage pipe 11, so as to prevent silt from blocking the tiny holes on the seepage pipe 11.
所述垫层9采用C10混凝土浇筑成的长方体。The cushion layer 9 is a cuboid formed by pouring C10 concrete.
所述排水管一7和渗水管11连接透水基层2的一端设有网格状过滤盖。One end of the drainage pipe 7 and the seepage pipe 11 connected to the permeable base layer 2 is provided with a mesh filter cover.
所述检查井顶盖6上表面均匀分布有若干个漏水孔。The upper surface of the manhole top cover 6 is evenly distributed with several water leakage holes.
本发明单位面积平均蓄水量为0.09m3,折算成降水量为90mm,查阅气象资料可知:按12h雨量标准(mm),小雨<5 MM、中雨5-14.9 MM、大雨15-29.9 MM、 暴雨30-69.9 MM、大暴雨70-139.9 MM、特大暴雨>140 MM,因此,在不考虑土壤渗水和雨水流入排水系统情况下,也可以实现12小时暴雨天气不积水,按40%流入排水量考虑,可以实现12小时大暴雨天气地表不积水。The average water storage per unit area of the present invention is 0.09m 3 , which is converted into a precipitation of 90mm. According to the meteorological data, it can be seen that according to the 12h rainfall standard (mm), light rain<5 MM, moderate rain 5-14.9 MM, and heavy rain 15-29.9 MM , rainstorm 30-69.9 MM, heavy rainstorm 70-139.9 MM, extra-heavy rainstorm > 140 MM, therefore, without considering soil seepage and rainwater inflow into the drainage system, it is also possible to achieve 12 hours of rainstorm weather without water accumulation, according to 40% of the inflow drainage Considering that it is possible to achieve 12 hours of heavy rain without water accumulation on the surface.
当本发明应用在车行地面时,不铺设透水砖层5和透水铺贴层4;当本发明应用在人行地面时,如人行道、景观步道、休闲小广场等,可铺设透水砖层5和透水铺贴层4。When the present invention is applied on the ground of a car dealership, the permeable brick layer 5 and the permeable paving layer 4 are not laid; Permeable paving layer 4.
使用时,用户调整旋转弯头与排水管一7的角度,从而调整透水基层2中的蓄水水位,当天气下雨时,雨水通过检查井顶盖6、透水砖层5、透水铺贴层4和现浇透水层3流入透水基层2中,多余的雨水通过排水管二8和溢水管12排入市政排水管中,而透水基层2和园林检查井13中的水通过渗水管11给地面上的植物灌溉;当天气停雨时,透水基层2中的水蒸发到空气中,可以调节空气温度和湿度,缓解城市热岛效应,其多孔结构还具有降噪吸尘的作用。When in use, the user adjusts the angle between the swivel elbow and the drainpipe 7, thereby adjusting the water storage level in the permeable base 2. When it rains, the rainwater passes through the top cover of the inspection well 6, the permeable brick layer 5, and the permeable paving layer. 4 and the cast-in-place permeable layer 3 flow into the permeable base 2, and the excess rainwater is discharged into the municipal drainage pipe through the drain pipe 2 8 and the overflow pipe 12, while the water in the permeable base 2 and the garden inspection well 13 passes through the seepage pipe 11 to the ground When the weather stops raining, the water in the permeable base 2 evaporates into the air, which can adjust the temperature and humidity of the air and alleviate the urban heat island effect. Its porous structure also has the function of noise reduction and dust absorption.
以上所述的实施例仅仅是对本发明的优选实施方式进行描述,并非对本发明的范围进行限定,在不脱离本发明设计精神的前提下,本领域普通技术人员对本发明的技术方案作出的各种变形和改进,均应落入本发明权利要求书确定的保护范围内。The above-mentioned embodiments are only descriptions of preferred implementations of the present invention, and are not intended to limit the scope of the present invention. Variations and improvements should fall within the scope of protection defined by the claims of the present invention.
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KR101183187B1 (en) * | 2012-04-06 | 2012-09-18 | 주식회사 가나 | Combined paving method |
CN204780521U (en) * | 2015-04-23 | 2015-11-18 | 江西师范大学 | Composite water storage and drainage environment-friendly ground |
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