TWI308555B - Water resource recycling system - Google Patents

Water resource recycling system Download PDF

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Publication number
TWI308555B
TWI308555B TW91136765A TW91136765A TWI308555B TW I308555 B TWI308555 B TW I308555B TW 91136765 A TW91136765 A TW 91136765A TW 91136765 A TW91136765 A TW 91136765A TW I308555 B TWI308555 B TW I308555B
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TW
Taiwan
Prior art keywords
water
pipe
layer
item
overflow channel
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Application number
TW91136765A
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Chinese (zh)
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TW200410909A (en
Inventor
Jui Wen Chen
Original Assignee
Chen Ruei Wen
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Priority to TW91136765A priority Critical patent/TWI308555B/en
Publication of TW200410909A publication Critical patent/TW200410909A/en
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Publication of TWI308555B publication Critical patent/TWI308555B/en

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Description

1308555 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to the design of a water resource recovery system, in particular to a surface water system for water permeability, which can quickly introduce rainwater into the formation soil to make the soil water content In addition, excessive water seepage can be introduced into the underground water layer by deep-drilling vertical water channels, and the filtered water can be stored through the attached water collecting tank culverts for emergency needs in case of water shortage. [Prior Art] According to the conventional concrete pavement construction method, most of the concrete is first poured into a concrete, and the surface is leveled and then paved to form a pavement. Since the concrete is not water-permeable, the water on the surface of the monument cannot penetrate into the soil below the concrete. Therefore, it is easy to generate a large amount of water in the surface of the surface, and it is more likely to cause flooding when it is raining heavily in a single area. Furthermore, the rainwater cannot be infiltrated into the underground soil for a long time. It has been found that it will cause the heat island effect of the slope and indirectly affect the health of the human body. The underground soil - directly without the infiltration of rainwater, will cause the deep underground groundwater _ _ water source is the goal of the recent efforts of all countries, so it is more necessary to make an effective plan. SUMMARY OF THE INVENTION The main object of the present invention is to provide a water recycling center, which has a high water permeability and is permeable to the surface of the county, and the opportunity to collect water from the surface of the low ground is sufficient to recover the rainwater. 1308555 The second purpose of this month is to provide the Sushui seed water source recovery system, which can introduce osmotic water into the deep underground water layer, and prevent the ground subsidence caused by the depletion of groundwater source by the water content of the secluded and ugly groundwater layer. . Another object of the present invention is to provide a water resource timing, which can be connected to a vertical money waterway towel that leads to a deep underground water layer, and is connected to a water tank culvert that does not have a depth of water (a) direct overflow water volume (4) In each box culvert, after storage, the surface water user will be provided. - In order to achieve the above objectives, the water resource recovery system of the present invention has the following characteristic construction steps: 1. Drill a deep vertical overflow channel into the deep ground in the gravel layer (gradation layer) to make the vertical of the ride The overflow scale wears the water-reducing stratum (clay layer) of the Zhao permeable water and fills the large surface, small stones and sand in the vertical overflow to achieve the sieving impurities; 2. The vertical overflow channel _ burial depth The water tank culvert of the New York Water Tank, each of the water tank culverts is connected by a connecting pipe and a vertical overflow channel, and a filter body for blocking sand is provided in the connecting pipe; • each water collecting tank culvert is provided with a water pipe to the surface, through which The water pipe can extract the water stored in the box culvert; 4. The environmentally-permeable and permeable concrete paving construction method constructs the permeable floor, so that most of the permeable pipes are buried under the surface pavement, and the permeable pipes are penetrated into the underground soil permeable layer; 1308555 by The construction method of the above steps and the pavement and structure constructed by the cracking 'have the effect that the rainwater on the concrete pavement can be quickly (four) human underground, and the effect of recovering the rainwater source can be recovered, in addition to increasing the water content of the underground soil. External heat island effect occurs, and the utility has a reserve of deep groundwater, but also because of the culvert with a catchment of underground facilities' may lack in arid tree _ fiscal use. The detailed construction and other features of the present invention will be apparent from the Detailed Description [Embodiment] The invention applies a special method to make the pavement of the surface form a water-permeable structure, which is applied as an environmentally-friendly and permeable concrete paving method, or a surface that has been laid as a water-impermeable surface, and the second is to add money to the water-conducting pipe. In the same way, the construction method of the permeable concrete pavement is taken as an example. The construction method includes the following steps: Figure 1 of the ginseng, a plurality of hollow column guides The water pipe ^ 〇 is combined with the sealing plug cover 20, the single το structure 3 1 , 3 2 to form the water conduit unit; each of the single 70 structures is provided with a hanging hole 35 and a buckle 3 6 so that each water conduit unit can be Connect in series. Please refer to Figure 2 for laying the above-mentioned water conduit unit on the site to be constructed. The preferred embodiment is to lay a highly permeable sand or gravel layer on the gravel layer (gradation layer), and then guide each. After the combination, the water pipe unit is placed on the sand layer or the gravel layer 42, and the water-filled concrete 41 is placed in the above-mentioned construction site, and the water pipe unit of the guide 1308555 is covered, and the cover is covered by the cover 2 (10) Net 6 is the secret of higher vocational education. After the shame is turned over, it is built into a water-permeable pavement. Please refer to Figure 3, in order to improve the efficiency of environmentally-permeable permeable pavement construction, it can be combined with the stencil 5 ◦ on the 2 ◦, so that the concrete will not be poured into the water guide 〇1〇, and the osmosis and smearing action will be carried out. After the template is 5 turns, the surface automatically forms a gully. Therefore, the combination of the above templates can save construction time and reduce production costs. "In order to make the construction can be quickly applied as a miscellaneous reading surface, the sealing plug cover 2 cylinder cylinder factory can be pre-sealed on the opening of the hollow pipe body 10, and the thief can be constructed, level ^ other foreign matter enters The tube body 10 of the human pipe body is created by the plug. The sealing sluice cover 20 can be made of paper f material adhered to the sealing template 5 ◦, #鸣5 L(4) 权侧U, by automated machine tool Hot pressing (10) sealing plug cover 2 〇 combination, can also be used to form a sealing template 5 〇 and sealing plug cover 2 以 by high-pressure injection molding of rubber compound, forming a template for sealing, _ sealing template There are a number of holes in the frame 5 丄, 俾 洗 混 混 混 切 切 钱 驻 驻 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ And the drainage effect of Wei Jia. As described above, the invention provides a water-permeable paving surface, and the water-conducting pipe single-piece member includes: the pipe body of the pipe body is slightly tapered (or may be a pipe body) In addition, there is a stuck outer ring on the 1308555 path, and the upper unit structure 3 ^ and the lower unit structure ^ have a hole for the official body 10 to be embedded. The hole diameter of the hole is matched with the tube body 1 and the outer tube 'f ' to make the tube body 1 〇 stable in the unit structure ^ and the sealing template 50 can be made with a paper material adhesive bonding sealing cap ^ 1 or for the material-body combined with the sealing plug cover, and the guiding unit is placed on the construction site to be constructed, the focus of this step is to insert the bottom end of the guiding water officer 7G early. Turtle or _ sand layer or gravel layer 4 2 'different concrete 4 1, after the concrete is solidified, then pick up the sealing template 5 2 (as shown in Figure 3) is easy to get - complete permeable concrete paving Please refer to Fig. 4, the water resource recycling secret # of the present invention is not applied to the gravel layer (ship layer) 4 3 beforehand to form the deep layer of the vertical flow before the ground surface is made. Cheng, which includes a vertical overflow channel 7 〇 under the depth of 4 3, such as the secret layer (gradation layer), so that the vertical overflow channel 70 is the soil seepage layer 4 4 and the secret water crossing the nail side. The formation (clay layer) 4 5, in the vertical overflow channel 70, directly fills the different sizes of stones 7 1 (or other permeable substances) and the water conductivity is better The sand has the function of preventing soil replenishment and has a preliminary filtering function; along the periphery of the vertical overflow channel 7 or below the soil water seepage layer 44, the shallow water collecting tank culvert 72 or the deep water collecting tank culvert may be embedded in advance. 7 3, the upper part of each water collecting tank culvert is connected with the vertical overflow channel by a pipeline, and a sand blocking filter body 7 composed of water-permeable cotton or non-woven fabric is filled in the pipeline to prevent sand and stone from seeping in. 1308555 In this way, after a large amount of local rainwater has been infiltrated into the vertical overflow channel, the gravel layer (gradation layer) 4 can be quickly diverted to the deep underground under the condition of excessive water saturation. Or in the groundwater layer, if there is too much water collection, the groundwater that is initially filtered will come back again, and it can overflow into the water tank culvert of each different position by the vertical overflow channel 70. The overflow is stored in the deep water collection tank culvert 7 3 or the shallow water collection tank culvert 7 2 for standby. Each box culvert is connected with a water pipe 7 5 to the ground, and at the outlet end, an upper cover 7 6 can be provided. The vent hole 7 6a serves as a gas discharger when the water collecting tank covers the human water. Therefore, when a large amount of rain is concentrated in a single area, in addition to guiding the rainwater and underwater waterways through the drainage ditch, the rainwater can be quickly discharged into the underground soil by the permeable pavement of the case. On the same day, π can complement the current concrete surface of the sidewalk, causing the water to be depleted and the groundwater to be depleted. 'There is a crisis to prevent the subsidence of the ground. The deeper point is that the groundwater can be covered by the system's overflow channel and storage tank culvert. In order to reserve, when it comes to drought, it can be used to extinguish water from the surface by using the financial management of the 'when the whole gravel layer (gradation layer) can properly absorb the rainwater. Protect against the effects of the heat island effect. In the present invention, in the preferred embodiment, the vertical overflow passage f body 7 Qa is made of a large-sized pipe or a metal pipe or a concrete pipe, which protrudes from the upper end of the pre-buried time. In the gravel layer c-level distribution layer, 4 3, in order to obtain 1308555 better water seepage Wei, the upper end of the threat tube body can be H water collecting cover 63, and the water collecting cover 6 3 is provided with water inlet hole 6 4, and then Covering the outside of the water hole with a 70" 6 5, which increases the surface area of the human water to accelerate the water guide. The vertical overflow pipe body 7 〇a has water on the pipe wall. The hole 6 6 ^ will concentrate excessive water seepage into the deep groundwater layer to supplement the shortage of groundwater source. At the same time, as shown in the figure, it is convenient to make a set of plugging at the water inlet hole 64 of the water collecting cover 63 after a period of time, so the money of the (4) can be in the upper end of the vertical overflow channel and the water collecting cover 6 Above the 3, there is a pan-washing pipe 67 for the deep man to the ground, and an upper cover 68 is added to the upper end of the panning pipe 67. Thus, when the regular maintenance work is carried out, the upper cover can be removed. Directly inserting the same pressurized water pipe, so as to wash out the stuck water on the water collecting cover 63 by the inner high pressure water column in the pipe of the panning pipe 67, or the panning pipe 6 7 The card on the water outlet hole 6 6 is attached with dirt to ensure the function of water seepage. In order to obtain a faster water conductivity, the pipe body in the vertical overflow channel 7 〇 a · "Hung ΐ ΐ 6 7 wall between the wall" can also be filled with filtered stone or other artificial permeable material 'to achieve speed The fresh water will block the Wei, making it a submerged well. As shown in Figure 5, the present invention can also be applied to the capillary drainage belt 8 〇 or its drainage pipe or water permeable material, so that it is pre-plated The gravel layer (in the gradation layer 3 is either pre-plated in the sand layer or the gravel layer 42) to make the capillary drainage 11 1308555 belt 80 connect with the vertical overflow pipe body 70a, or with the water pipe 7 5 Linkage 'This can effectively separate the layers below the water content and quickly suck it out. The water 'into the pipeline to prevent the accumulation of excess water and cause the formation to rot. Mud phenomenon' can prevent the formation As shown in the seventh figure, when the capillary drainage belt is used for 8 ,, it is used in conjunction with the water collection pipe body 81' to cut a slit 8 2 from the pipe section of the water collection pipe body 81 to make it capillaryly drained. The belt 80 penetrates into the slit 8 2, and the water collection tube 8 3 in the structure is used to suck out the water. The application of the underground drainage can use the capillary drainage belt to carry out the guidance and drainage design under the ground to reduce the erosion of the surface runoff and conserve the water source. The application should pay attention to: (1) The depth of the capillary drainage Depending on the water table, it is recommended to have at least 30 cm of cover soil. ' (2) In order to improve the water collection effect, a coarse sand grading of about 5 cm can be placed under the capillary drainage belt. (3) Capillary drainage belt In the plane laying position, it is recommended to arrange the rows in a staggered manner, and the horizontal spacing of the laying depends on the conditions of groundwater level, rainfall and soil infiltration capacity. (4) Using the capillary drainage belt and the water collecting pipe to connect the accessories, the drainage belt The water collected in the water is turned over to the water of the Yuxian County. As shown in Figure 6 of the π-parameter, in another preferred embodiment of the present invention, the system can be perpendicular to the ground, but the gravel layer of the ground (gradation layer) There are 12 1308555 shallow water collecting tank culverts 7 2a or deep water collecting tank culverts 7 3a buried in 4 3 , and water guiding pipes 7 7 are arranged on the upper part of each collecting tank culvert, and water pipes can be arranged on the pipe sections of each water guiding pipe 77 Into the water hole 7.8, in the water guide The outside of the water inlet hole 7 of the tube 7 7 is completely covered with a sand blocking member 7.9 composed of a non-woven fabric or a filter cotton, so that the water collecting tube has a gravel layer (gradation layer) which can be rich in water content 4 In 3, the function of introducing water is introduced. In the deep water collecting tank culvert 7 3a, an overflow port 7 3b may be provided. When the water level of the collecting tank culvert is higher, it is convenient to directly overflow into the groundwater layer to supplement Insufficient groundwater source. As shown in the figure, the short-cut type water conduit 7 is shown in the present embodiment, and can also be connected in series with the upper and lower sections of the water pipe, which also has a guide. The effect of entering the water. As can be seen from the above, the structure after the work of the Longfa has the following practical advantages: 1. The construction of the water-permeable paving is quite convenient and the manufacturing cost is low. And the construction can quickly reduce the number of Wei units _, in addition to the (four) effect, when the color can be completed, the joint structure of the unit structure is exposed; =, no additional coloring procedures, can show the material _ 腾 style 3 The setting of the water-permeable squatting cutting surface allows quick introduction into the ground. The material is close to the gravel layer (grade conversion), ^ 13 1308555 to increase the water content of the nearby land and prevent the heat island effect. 4. The overall water resources recovery system can be applied to the population (4), such as large-scale communities, public places, and even light and light, so that when it is urgent to respond to drought water, it can be used as a backup. 5. The whole water# source back (4), the system can make the rain water can be used to supplement the groundwater layer, avoid wasteful loss, have the function of replenishing groundwater, prevent the water source from depleting and the ground subsidence caused by the depletion of groundwater source. 6. After pre-embeding vertical overflow channels, box culverts, sluice pipes and different sand or gravel layers and seepage soil layers, they can be directly smeared with concrete on the surface to form impervious _, The special penetration device is used to drill the pavement surface of the condensed land surface to make it also a function of water permeable pavement. As described in the above, the present invention discloses a systematic construction, an environmentally-friendly permeable concrete pavement that saves construction time and a water source (four) system, and has the effect of preventing flooding and heat island effect in the city. The advantage of the lack of fire resources at the time of occurrence is 'secret. The water used in the water tank is used for fire protection, road water, road maintenance, environmental cleaning, engineering water, etc.. It has the concept of novelty and environmental protection, with industry. In the use of value, 提出 filed an invention patent application in accordance with the law. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a schematic view showing the construction of a water conduit unit when the permeable paving of the present invention is made. Fig. 2 is a cross-sectional view showing the pavement constructed by the concrete paving construction method of the present invention. Figure 3 is a schematic view of the application of the template construction of the present invention. Figure 4 is a complete cross-sectional view of the water resource system of the present invention. Figure 5 is a complete cross-sectional view of another embodiment of the water recovery system of the present invention. The sixth section of the present invention is a complete cross-sectional view of the water supply system of the embodiment. Fig. 7 is a schematic view showing the installation of a concentrated drainage of a capillary drainage belt according to the present invention. [Description of main component symbols] 10. Water conduit 2 〇.. Sealing cap 3 1. Unit structure 3. Unit structure 3 5. Hanging hole 3 6. · Buckle 4 1 ·. Concrete 4 2. Sand Layer or gravel layer 4 碎. Gravel layer (gradation layer) 4 4 .· Soil water seepage layer 45 Impervious layer (clay layer) Template 5 1 ·. Frame hole 15 1308555 6 2.. Filter 6 3. 6 4.. Inlet hole 6 5.. 6 6.. Outlet hole 6 7.. 6 8.. Upper cover 7 0.. Vertical overflow channel 7 0 a. 7 1.. Stone 7 2, 7 2a.. Shallow Bit water tank culvert 7 3, 7 3a.. Deep water tank culvert 7 4. Filter, body 7 5.. 7 6.. Upper cover 7 6 a. 77.. Water conduit 78.. 7 9.. Component 8 0.. capillary drainage belt 8 1.. 8 2.. slit 8 3. water collecting cover * sand blocking component * panning pipe. pipe body pipe. vent hole into the water pipe body pipe bundle 16

Claims (1)

1308555 Announcement This type of water recycling includes the scope of application for patents 1. Early IfE
a•Drill a vertical overflow channel with a depth in the gravel layer (gradation layer), and the vertical overflow channel has? The depth of the water-crossing stratum (clay layer); b. Filling the vertical overflow channel with stones, sand and water-permeable rapid water-conducting objects; c. Pre-rotating the water tank culvert along the periphery of the vertical overflow channel, the money tank is culminated in the upper position Connected to the vertical overflow channel; d. The water collection tank is covered with a water pipe to connect it to the ground surface; e. The water permeability is set on the gravel layer (gradation layer), so that the rainwater on the surface can be quickly introduced into the water underground. 2.: Apply for patent coverage! The water source mentioned in the item is back to the four (4) system. The water tank culvert embedded in the vertical overflow may have a shallow water collecting tank culvert or a deep water collecting tank culvert in order to obtain overflowing groundwater with different water levels. 3. For example, the water resources return (4) system mentioned in the first paragraph of the patent application, in which each water tank culvert is connected to the vertical overflow channel by a pipeline, and the pipeline is filled with tears. " 4. If you apply to turn over the water _ _ green, the water tank sighs the water pipe connected to the ground surface, and has a cover at the outlet end of the pipe. 5. A water resource recovery system, characterized by: a. drilling a vertical overflow channel with a depth in the gravel layer (gradation layer), and the vertical vertical overflow channel has a through-water-permeable formation (clay) The depth of the layer) is such that the 17 1308555 is embedded in the water collecting tank culvert; b. each water collecting tank is provided with a water guiding pipe or a water pipe at the upper position, and the sand blocking component is covered outside the water inlet hole of the water guiding pipe; c. The culvert is provided with a water pipe to communicate with the ground surface; d. The permeable layer is provided on the gravel layer (gradation layer) so that the rainwater on the surface can be quickly guided into the ground. Applying for a patent to turn over the water in the 5th item of the i-th item, the #_收系统,
The water pipe provided in the middle of the pipe can be provided with an upper cover at the π end, and an oxygen permeable hole is provided on the upper cover. 7. The water resource recovery system according to claim 1 or 5, wherein the application of the water permeable pavement comprises the following steps: — a. pre-combining the plurality of hollow cylindrical conduits with the sealing member to form a The water conduit unit; b. the unit structure is placed on the water conduit; c. the water conduit unit with the unit structure is laid on the construction site; d. the concrete is poured into the construction site and covered single
On the element structure and the water conduit unit; 'e. After the concrete has solidified', pick up the sealing member, that is, complete the water permeable pavement. 8. The water resource recovery system as described in claim 1 or 5, wherein the application of the water permeable pavement is poured into the surface by concrete, which is smoothed to be concrete and paved, and then passed through The device is drilled through the concrete surface pavement to make it a water-permeable pavement. 9. The water recycling system of claim 7, wherein the sealing member is a mouth plug. 18 1308555 10. The water resource refill as described in item 7 of the patent application is a seal template. U.S. U.S. U.S. Patent Application Serial No. 7, the disclosure of which is incorporated herein by reference. 12. For example, the water resource recovery system described in claim 7 of the patent scope, and the simple parts are made of rubber film material, and are bonded to the sealing core plate by hot pressing of the automatic machine. 13. If the water resource recovery money mentioned in the patent application item 7 is applied, the seal piece may also be a sealing template and a plug cover formed by high-pressure injection molding of the rubber material. 14. The water recycling system as described in claim 7 of the patent application, wherein before the laying of the c. step, the sand or gravel layer may be laid in advance on the site to be constructed. 15. If the water recycling system mentioned in item 7 of the patent application is applied, a stainless steel mesh can be added to the water conduit. 16. If you apply for a patent program! The water resource back (four) system mentioned in the item, wherein the vertical overflow channel can be set as - the pipe body is provided with a water collecting cover at the top of the pipe body, and the water inlet hole is provided on the water collecting cover and then is externally wrapped in the water inlet hole Cover the shed sand components.如. For the water resource recovery system described in claim 1, wherein the vertical overflow channel can be set as a pipe body, and a majority of the outlet water 19 1308555 holes are provided on the pipe wall to supplement the groundwater source. Insufficient. 18. The water recycling system of claim 7, wherein the water conduit is configured to have a taper to facilitate the hole fitting of the unit structure. 19. For the water resource recovery system described in claim 7 of the Patent Park, the water conduit is set to have an outer diameter with a snap outer ring to facilitate fitting with the hole of the unit structure. 2 0 · If you apply for the water recycling system mentioned in item 1 or item 5 of the full-time, in which the overflow port can be provided above the water tank culvert. 21·If the water resource recovery system mentioned in item 1 of the patent application scope, the capillary drainage belt can be connected to the vertical drainage channel and the water pipe, so that the capillary drainage belt is pre-plated in the local layers. To strengthen the collective discharge of water. 22. The water resource recovery system as claimed in claim 5, wherein the capillary pipe is connected to the water pipe, and the capillary drainage belt is pre-plated in the local layer to strengthen the water. Collective discharge.
20
TW91136765A 2002-12-20 2002-12-20 Water resource recycling system TWI308555B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW91136765A TWI308555B (en) 2002-12-20 2002-12-20 Water resource recycling system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW91136765A TWI308555B (en) 2002-12-20 2002-12-20 Water resource recycling system

Publications (2)

Publication Number Publication Date
TW200410909A TW200410909A (en) 2004-07-01
TWI308555B true TWI308555B (en) 2009-04-11

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI547621B (en) * 2014-01-21 2016-09-01 張龍萌 Water retention and permeability structure for base and water collection and storage system thereof
TWI550165B (en) * 2013-11-26 2016-09-21 張龍萌 Device for recharge and catchment of underground water
TWI596257B (en) * 2011-02-08 2017-08-21 黃垤樹 Technical balance for underground water level system

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI395858B (en) * 2010-04-28 2013-05-11 Nat Univ Chung Hsing Methods for Accelerating Liquid Penetration of Soil

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI596257B (en) * 2011-02-08 2017-08-21 黃垤樹 Technical balance for underground water level system
TWI550165B (en) * 2013-11-26 2016-09-21 張龍萌 Device for recharge and catchment of underground water
TWI547621B (en) * 2014-01-21 2016-09-01 張龍萌 Water retention and permeability structure for base and water collection and storage system thereof

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