CN1510220A - Water resource recovering systems - Google Patents
Water resource recovering systems Download PDFInfo
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- CN1510220A CN1510220A CNA021580065A CN02158006A CN1510220A CN 1510220 A CN1510220 A CN 1510220A CN A021580065 A CNA021580065 A CN A021580065A CN 02158006 A CN02158006 A CN 02158006A CN 1510220 A CN1510220 A CN 1510220A
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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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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Abstract
A water recovering system for the rain is built up through drilling the vertical overflow channels with a certain depth passing through the water impervious stratum, filling the broken stone, sandy earth and water permoable substance in them, preburying the water collecting tanks communicated with said overflow channels, arranging the water-pumping pipe between ground surface and water collecting tank, and laying a water permeable layer on the broken stone layer. It can collect the rain to supplement underground water and supply the collected rain for other purposes.
Description
Technical field
The present invention relates to the waste recovery technology, relate in particular to a kind of water resource recovery system.
Background technology
Available coagulation soil pavement construction method, it mostly is the concrete that waters capacity earlier, repave the subsides floor tile to form the paving after flattening its surface, because concrete does not have water permeability, the moisture content of brick surface can't penetrate in the soil of concrete below, therefore ground surface is easy to generate a large amount of ponding, when raining heavily in a certain area rapidly, and easier generation floods; In addition, find after deliberation,, can cause the heat island effect in the city, the remote-effects health because rainwater can't ooze to underground down for a long time; Moreover ground subsoil earth never has the infiltration of rainwater, will cause the underground water exhaustion of ground end deep layer.The protection of water resource has been the target of countries in the world effort in recent years, therefore need do effective planning.
Summary of the invention
In order to overcome the above-mentioned shortcoming that prior art exists, the invention provides a kind of water resource recovery system, its environment friendly pervious concrete paving that will have efficient water permeability is structured in ground surface, thereby reduces the chance of ground surface ponding, reaches the effect of abundant recovery rainwater; The ground surface percolating water can be imported deep layer ground bottom aquifer,, prevent to cause fault sag because of exhaustion of groundwater resources to enrich the phreatic water yield; In the vertical-overflow water channel that leads to deep layer ground bottom aquifer, be communicated with and be provided with the deep mixed box culvert that catchments, can overflow in each box culvert that catchments when making in the vertical-overflow water channel hypervolia, after the storage again for the face of land use that draws water.
The technical solution adopted for the present invention to solve the technical problems is:
Water resource recovery system of the present invention, it comprises: a, excavate at macadam and to be drilled with the vertical-overflow road with degree of depth, the degree of depth in this vertical-overflow road is good to pass impervious stratum; B, in the vertical-overflow road, insert the quick transmissibility object of stone, sandy soil, porous material; C, along the peripheral pre-buried box culvert that catchments in vertical-overflow road, the upper place of each box culvert that catchments is communicated with the vertical-overflow road; D, the box culvert that catchments are provided with bailing pipe, and this bailing pipe is communicated with ground surface; The water permeability paving is set on e, the macadam, makes the quick water conservancy diversion of rainwater of ground surface go into underground.
Aforesaid water resource recovery system, the pre-buried box culvert that catchments of vertical-overflow road periphery wherein comprises shallow position box culvert or the deep-seated box culvert that catchments that catchments, so that obtain the underground water that overflows of different water levels, each box culvert that catchments is communicated with the vertical-overflow road by pipeline, fills out in this pipeline and is provided with filtering bodies.
Aforesaid water resource recovery system, wherein the vertical-overflow road is a body, the tube wall of this body is provided with several weep holes, to replenish the deficiency of underground water source.
Aforesaid water resource recovery system, the port of export of the bailing pipe that is connected with ground surface that the box culvert that wherein catchments is provided with is provided with loam cake, on cover and be provided with air vent.
Aforesaid water resource recovery system, the box culvert top of wherein catchmenting is provided with overfall.
Aforesaid water resource recovery system, wherein vertical-overflow road, bailing pipe uplink are equipped with the saturating draining band of capillary, and the saturating draining band of this capillary is layered in each layer stratum in advance, to strengthen the concentrated discharge effect of moisture content.
Water resource recovery system of the present invention, it comprises: a, excavate the pre-buried box culvert that catchments at macadam; The upper place of b, each box culvert that catchments is provided with aqueduct or bailing pipe, at the outside sediment trapping element that coats of the blasthole of aqueduct; C, each box culvert that catchments are provided with bailing pipe, and this bailing pipe is communicated with ground surface; The water permeability paving is set on d, the macadam, makes the quick water conservancy diversion of rainwater of ground surface go into underground.
Aforesaid water resource recovery system, the port of export of the bailing pipe that is connected with ground surface that the box culvert that wherein catchments is provided with is provided with loam cake, on cover and be provided with air vent.
Aforesaid water resource recovery system, the box culvert top of wherein catchmenting is provided with overfall.
Aforesaid water resource recovery system, wherein vertical-overflow road, bailing pipe uplink are equipped with the saturating draining band of capillary, and the saturating draining band of this capillary is layered in each layer stratum in advance, to strengthen the concentrated discharge effect of moisture content.
The job practices in the water permeability paving of water resource recovery system of the present invention comprises: a, several hollow columnar conduits and sealed piece combined in advance form an aqueduct unit; B, unit architecture is set on the aqueduct; C, the aqueduct unit that will be equipped with unit architecture are laid in the construction site; D, in the construction site concrete perfusion, and concrete is covered on unit architecture and the aqueduct unit; E, treat concrete setting after, start sealed piece, promptly finish the water permeability pavement construction.
The job practices in the water permeability paving of aforesaid water resource recovery system, wherein sealed piece is the sealing sleeve plug, seals template, this sealed piece adopts sizing material to penetrate through high pressure and one-body moldedly makes this and seal template and seal gag.
The job practices in the water permeability paving of aforesaid water resource recovery system, wherein sealed piece adopts paper material to make, and is bonding by jelly and template, with involution on the hollow columnar catheter opening; Described sealed piece adopts adhesive film material to make, and coheres through the hot pressing of automation facility and is sealing template.
The job practices in the water permeability paving of aforesaid water resource recovery system, one deck sand bed, macadam are laid in advance in this construction site before being laid in the construction site in the aqueduct unit that wherein will be equipped with unit architecture.
The job practices in the water permeability paving of aforesaid water resource recovery system wherein is equipped with a stainless (steel) wire on the aqueduct; Described aqueduct pipe shaft has tapering, with hole tabling convenient and unit architecture; Described aqueduct external diameter is provided with the fixing outer shroud, with hole tabling convenient and unit architecture.
The job practices in the water permeability paving of water resource recovery system of the present invention is characterized in that, this method comprises: with concrete spouting at ground surface, it is floating, wait to do be concrete paving admittedly after, relend and help pass-through facility to bore pick to connect paving, the concrete face of land, finish the water permeability paving.
The invention has the beneficial effects as follows, in macadam (grating layer), be drilled with the vertical-overflow road, this wasteway enters the end, deep layer ground, make the vertical-overflow road of deep layer pass fluid-tight stratum (clay layer), and in the vertical-overflow road, insert large and small stone and sandy soil with filtration, reach the effect of sieving impurity; The box culvert that catchments of the pre-buried degree of depth and shallow degree around in the vertical-overflow road, each box culvert that catchments is by being provided with the filtering bodies of hurdle sand in this communicating pipe that is connected with the vertical-overflow road communicating pipe; Each box culvert that catchments is provided with bailing pipe, passes to the face of land on this bailing pipe, extracts the water storage that overflows in the box culvert by this bailing pipe; The water permeability ground of adopting environment protection previous concrete pavement construction method to construct makes and is embedded with several water service pipes under the paving, the face of land, and each water service pipe penetrates in the underground pervious layer; Its environment friendly pervious concrete paving that will have efficient water permeability is structured in ground surface, makes the rainwater on the concrete paving be guided into the end, ground fast, thereby reduces the chance of ground surface ponding, reaches the effect of abundant recovery rainwater; The ground surface percolating water can be imported deep layer ground bottom aquifer, to enrich the phreatic water yield, prevent, and prevent the generation of heat island effect because of exhaustion of groundwater resources causes fault sag; In the vertical-overflow water channel that leads to deep layer ground bottom aquifer, be communicated with and be provided with the deep mixed box culvert that catchments, can overflow in each box culvert that catchments when making in the vertical-overflow water channel hypervolia, the use that draws water in the time of can be for face of land drought and water shortage of usefulness with deep phreatic water deposit, the water after the storage.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Aqueduct block construction schematic diagram when Fig. 1 constructs the water permeability paving for the present invention.
The pavement structure cross-sectional schematic that Fig. 2 constructs for concrete paving construction method of the present invention.
Fig. 3 seals the schematic diagram that the template construction method is constructed the water permeability paving for the present invention adopts.
Fig. 4 is the whole cross-sectional schematic of water resource system of the present invention.
Fig. 5 is the whole cross-sectional schematic of another embodiment of the present invention water resource system.
Fig. 6 is the whole cross-sectional schematic of further embodiment of this invention water resource system.
Fig. 7 uses the schematic diagram that the central drainage of the saturating draining band of capillary is installed for the present invention.
Number in the figure explanation: 10 aqueducts, 20 seal gag, 31 unit architectures, 32 unit architectures, 35 hanging holes, 36 coaks, 41 concrete, 42 sand beds or macadam, 43 macadams (grating layer), 44 soil permeable layers, 45 impervious stratums (clay layer), 50 templates, 51 frame holes, 62 filter screens, 63 lids that catchment, 64 blastholes, 65 sediment trapping elements, 66 weep holes, 67 draw and wash pipe, 68 loam cakes, 70 vertical-overflow roads, the 70a body, 71 stones, box culvert catchments in 72 shallow positions, shallow box culvert that catchments of 72a, the 73 deep-seateds box culvert that catchments, the 73a deep-seated box culvert that catchments, the 73b overfall, 74 filtering bodies, 75 bailing pipes, 76 loam cakes, the 76a air vent, 77 aqueducts, 78 blastholes, 79 sediment trapping elements, 80 capillarys are led to gutter, 81 bodys, 82 finedraws, 83 tube banks of catchmenting.
The specific embodiment
The present invention uses the special construction method, make the paving of ground surface have water permeability, its concrete job practices comprises the following steps: to consult shown in Figure 1, with several hollow columnar aqueducts 10 with seal gag 20, unit architecture 31,32 combinations, to form the aqueduct unit, each unit architecture is provided with hanging hole 35 and coak 36, makes each aqueduct unit become the series connection winding.Consult shown in Figure 2, above-mentioned aqueduct unit is laid on the desire construction site, preferred embodiment is for being equipped with the sand bed or the macadam 42 of high water-permeability on macadam (grating layer), to be placed on after each aqueduct unit combination on this sand bed or the macadam 42 again, concrete perfusion 41 in this construction site again, envelope the aqueduct unit, start seal gag 20 after, can optionally put filter screen 62, to prevent subsideing of high-heeled shoes heel, after treating concrete setting, promptly finish constructing of water permeability paving.
Consult shown in Figure 3ly,, can seal on the gag 20 in conjunction with a template 50 in order to improve the efficient of environment friendly pervious property pavement construction, make that concrete is unlikely to pour in the aqueduct 10, and by operation such as exerting pressure and floating, start seal template 50 after, its surface forms collecting gutter automatically.This shows, can save the man-hour of constructing, reduce construction cost in conjunction with this template 50.The present invention can seal the opening that is located on the hollow tube 10 in factory with involution gag 20 in advance in order to accelerate the construction in environment friendly pervious property paving, and when avoiding constructing, concrete or other foreign matters enter in each body 10 of body and produce and stop up; This involution gag 20 can be made to be set as with paper wood matter and adhere to the form of sealing template 50 by jelly, this seals template 50 and can adopt adhesive film material to make, the form that combines with involution gag 20 through the hot pressing of automation facility, also can seal template 50 and involution gag 20 through one-body molded the making of high pressure ejaculation by sizing material, form a kind of template of sealing, and this number place of sealing on the template is provided with frame hole 51, utilize fluid concrete to form concrete paving brick face moulding gabarit, after the concrete paving building is finished, take off fast and respectively seal template, thereby improve the speed of integral construction operation, and have good drainage.
The aqueduct unit elements that the present invention utilizes when preparation water permeability paving comprises: the little tapering (or being provided with the fixing outer shroud on the body external diameter) that is provided with of the pipe shaft of body 10, be respectively equipped with the hole on last unit architecture 31 and the lower unit framework 32, and public body 10 embeds; The aperture in this hole cooperates the external diameter of body 10 upper and lower side footpath portions respectively, makes body 10 stably be mounted on the unit architecture; Again, seal template 50 and can be made into paper material by jelly adhesive seal gag 20, can also the combination of plastic material one seal gag and make, and the aqueduct unit is laid on the construction site; This step mainly needs to insert the bottom of aqueduct unit in the soil of building site or in the sand bed or macadam 42 that overlay, concrete perfusion 41, treat concrete setting after, start again and seal template 50 (shown in Figure 3), promptly become a complete permeable concrete paving.
Consult shown in Figure 4, water resource recovery system of the present invention, when not before ground surface installing water permeability paving, can be drilled with engineering in the vertical-overflow road that macadam (grating layer) 43 carries out deep layer in advance, it comprises that the degree of depth under as shown in the figure the macadam (grating layer) 43 is drilled with a vertical-overflow road 70, makes vertical-overflow road 70 pass through the soil permeable layer 44 and the impervious stratum (clay layer) 45 of below; Afterwards, in the duct in vertical-overflow road 70, directly insert stone not of uniform size 71 (or other water-permeable sub-stances) and water guide performance sandy soil preferably, make it have the effect that prevents the soil covering and have preliminary filtration; Along the periphery in this vertical-overflow road 70 or soil permeable layer below 44, can be embedded with shallow position box culvert 72 or the deep-seated box culvert 73 that catchments that catchments in advance, be connected with pipeline between each upper place of box culvert that catchments and vertical-overflow road, and in pipeline, fill out and be provided with the husky filtering bodies 74 in the hurdle formed by permeable cotton or adhesive-bonded fabric, go into to prevent sandstone seepage flow.Like this, under the ground surface rainwater is a large amount of, ooze to vertical-overflow road 70, can follow this wasteway fast just macadam (grating layer) 43 contained water saturation, be guided under the state of excessive rainfall in the underground or water table of deep layer, as during the situation of catchmenting too much, the underground water that it is tentatively filtered, then again Hui Yi is gone up, its by vertical-overflow road 70 can overflow to the box culvert that catchments of each different depths, it is overflowed is stored in catchment box culvert 73 or shallow position of deep-seated and catchments in the box culvert 72 as deposit, each box culvert is communicated with bailing pipe 75, this bailing pipe 75 passes to ground, is provided with loam cake 76 at the port of export.This loam cake is provided with air vent 76a, discharges gas when this air vent 76a is used to catchment the box culvert entry.
Therefore, concentrate in a large number when raining when single area, its rainwater can also enter in the underground by water permeability floor tile of the present invention fast except importing the sewer stormwater by the gutter, has the effect that causes the generation floods urban district, city in of taking precautions against; Simultaneously, can Mi mend concrete ground surface, existing sidewalk and be full of, causing can't be permeable and make the situation of underground water exhaustion, has the effect that prevents the fault sag crisis; Its more further meaning is, underground water can be laid in by the wasteway and the water storage box culvert of this system, when meeting arid, can be by the bailing pipe that is connected by the use of drawing water on the face of land, when the macadam (grating layer) of integral body suitably drinks up the rain and when reaching certain humidity, will have and take precautions against the effect that heat island effect produces.
Consult shown in Figure 5, in the preferred embodiment of the present invention, adopt large-sized plastic rubber pipe, metal tube or concrete pipe to make vertical-overflow road body 70a, its upper end when pre-buried is darted at macadam (grating layer) 43 places, and for trying to achieve preferable infiltration function, its upper end at body is covered with one and catchments and cover 63, this catchments and covers 63 and be provided with blasthole 64, external packets at blasthole is covered with sediment trapping element 65 again, makes its surface area that strengthens entry, to quicken to import the function of water; The tube wall of the body 70a in vertical-overflow road is provided with weep hole 66, so that the water table that is guided to deep layer is concentrated in too much infiltration, thereby replenishes the deficiency of underground water source.Simultaneously, as shown in the figure, for the ease of in use for some time, cover 63 blasthole 64 places and remove issuable obstruction catchmenting, the present invention is in vertical-overflow road upper end and catchment and cover on 63, be provided with one deeply to underground elutriation pipe 67, be equipped with loam cake 68 at this place, elutriation pipe ground, 67 upper end, like this, when regularly carrying out maintenance work, its loam cake 68 can be lifted remove after, directly insert the water jetting at high pressure pipe, make it pass through the outwards impact of water jets under high pressure in the pipe of eluriating pipe 67, remove to catchment with elutriation and cover the attached dirt of card on 63, perhaps eluriate the attached dirt of card on pipe 67 each weep holes 66, thereby keep normal infiltration function.In addition, for obtaining transmissibility fast, between the body 70a and elutriation pipe 67 tube walls in vertical-overflow road, do not fill out and establish stone or other artificial water-permeable sub-stances of filtering usefulness, the effect that reaches quick conducting current and can not stop up makes it become a ground end well.
Consult shown in Figure 5, the present invention can adopt the saturating draining band 80 of capillary, other gutters or seepy material, it is layered in the macadam (grating layer) 43 in advance, or be layered in advance in sand bed or the macadam 42, the saturating draining band 80 of capillary is connected with vertical-overflow road body 70a, also can be connected with bailing pipe 75, like this can be effectively with each stratum under the saturated state of water content, fast sucking, discharging goes out its moisture content, to enter in the pipeline, prevent accumulating of too much moisture content and cause stratum mud to rot phenomenon, prevent fault sag.
Consult shown in Figure 7, when adopting the saturating draining of capillary band 80, the body 81 that catchments is used in its collocation, needs to cut on the pipeline section of body 81 that catchments earlier to set out a finedraw 82, the saturating draining band 80 of capillary is penetrated in the finedraw 82, carry out the suction water conservancy project by the tube bank 83 of catchmenting in its structure and do; Application on whole engineering underdrainage, can utilize that the saturating draining band of capillary carries out undergroundly leading, Drainage Design, to reduce washing away and water conservation of surface flow, its item that should be noted that in using comprises: 1, the saturating draining band laying of the capillary degree of depth is decided according to groundwater table, and the ordinary circumstance suggestion has the overlying soil of 30cm at least; 2, can below the saturating draining band of capillary, lay the 5cm that has an appointment the coarse sand grating, with the enhancement effect of catchmenting; 3, the saturating draining band of capillary plane paving location, suggestion adopt alternative form to arrange, and the level interval of laying is decided according to conditions such as groundwater table, rainfall and soil permeability abilities; 4, use the saturating draining band of capillary to be connected annex with header, the moisture content that the draining band is collected is directed in the header discharges moisture content again.
Consult shown in Figure 6, in another preferred embodiment of the present invention, it can not establish the vertical-overflow road, but in the macadam at the bottom of the ground (grating layer) 43, be embedded with shallow position box culvert 72a or the deep-seated box culvert 73a that catchments that catchments, each upper place of box culvert that catchments is provided with aqueduct 77, the pipeline section of each aqueduct 77 is provided with the blasthole 78 of water guide, outside at the blasthole 78 of aqueduct 77, be coated with the sediment trapping element 79 that similar adhesive-bonded fabric or filter cotton are formed, making that this header has can be by the function of guiding entry in the abundant macadam (grating layer) 43 of water content totally; Above deep-seated catchments box culvert 73a, can be provided with overfall 73b, when the water level in the box culvert that catchments exceeds, be convenient to direct overflow to the water table to replenish the deficiency of underground water source; As shown in the figure, adopt aqueduct 77 forms of cutting back formula in the present embodiment, also can adopt the mode that is serially connected in hypomere on the bailing pipe 75 to construct, have the effect of guiding entry equally.
As from the foregoing, the structure after the present invention construction has following advantage: 1, the construction in environment friendly pervious property paving is quite convenient, and speed of application is fast, can effectively lower manufacturing cost; 2, Da Pei unit architecture has positioning function, and color can be selected arbitrarily simultaneously, when concrete paving is finished, the unit architecture connecting portion exposes outside concrete paving, does not need extra hyperchromic operation, just can show the visual effect of different totem styles; 3, be provided with by the high paving of water permeability, make ground surface ponding import underground fast, moisture content is drawn by near macadam (grating layer), thereby near the water content in soil improving effectively prevents the generation of heat island effect; 4, the recovery system of whole water resource can be at densely populated place, and is as implementing in large-scale community, public place even the metropolitan area, when arid is badly in need of water, standby as drawing water; 5, the use of the recovery system of whole water resource makes rainwater can be taken and mend into water table, and the loss that avoids waste has the function of additional groundwater resources, the fault sag that prevents that the source has dried up and cause because of exhaustion of groundwater resources; 6, after vertical-overflow road, each box culvert that catchments, bailing pipe and the framework of pre-buried setting go out each different sand bed or macadam, infiltration soil horizon etc., can be on the face of land with the waterproof paving of the direct floating building of concrete, bore pick with special pass-through facility again and connect paving, the concrete face of land, make it also become a kind of paving, can reach the purpose of rainwater infiltration equally with water permeability.
The present invention discloses above-mentionedly has system construction, save the construction environment friendly pervious concrete paving and the water resource recovery system thereof in man-hour, has the effect that floods and heat island effect take place in the prevention city, have simultaneously and take precautions against the advantage that water resource was burst and lacked when drought took place, can draw water by the box culvert that catchments be used for that fire-fighting, Lu Shu are watered, road maintenance, environment are cleaned, the water of engineering water grade time, have novel environmental consciousness, and industrial utilization.
The above, it only is preferred embodiment of the present invention, be not that the present invention is done any pro forma restriction, every foundation technical spirit of the present invention all still belongs in the scope of technical solution of the present invention any simple modification, equivalent variations and modification that above embodiment did.
Claims (16)
1, a kind of water resource recovery system is characterized in that it comprises: a, excavate at macadam and to be drilled with the vertical-overflow road with degree of depth, the degree of depth in this vertical-overflow road is good to pass impervious stratum; B, in the vertical-overflow road, insert the quick transmissibility object of stone, sandy soil, porous material; C, along the peripheral pre-buried box culvert that catchments in vertical-overflow road, the upper place of each box culvert that catchments is communicated with the vertical-overflow road; D, the box culvert that catchments are provided with bailing pipe, and this bailing pipe is communicated with ground surface; The water permeability paving is set on e, the macadam, makes the quick water conservancy diversion of rainwater of ground surface go into underground.
2, water resource recovery system according to claim 1, it is characterized in that, the pre-buried box culvert that catchments of described vertical-overflow road periphery, comprise shallow position box culvert or the deep-seated box culvert that catchments that catchments, so that obtain the underground water that overflows of different water levels, each box culvert that catchments is communicated with the vertical-overflow road by pipeline, fills out in this pipeline and is provided with filtering bodies.
3, water resource recovery system according to claim 1 is characterized in that, described vertical-overflow road is a body, and the tube wall of this body is provided with several weep holes, to replenish the deficiency of underground water source.
4, water resource recovery system according to claim 1 is characterized in that, the port of export of the bailing pipe that is connected with ground surface that the described box culvert that catchments is provided with is provided with loam cake, on cover and be provided with air vent.
5, water resource recovery system according to claim 1 is characterized in that, the described box culvert top of catchmenting is provided with overfall.
6, water resource recovery system according to claim 1 is characterized in that, described vertical-overflow road, bailing pipe uplink are equipped with the saturating draining band of capillary, and the saturating draining band of this capillary is layered in each layer stratum in advance, to strengthen the concentrated discharge effect of moisture content.
7, a kind of water resource recovery system is characterized in that it comprises: a, excavate the pre-buried box culvert that catchments at macadam; The upper place of b, each box culvert that catchments is provided with aqueduct or bailing pipe, at the outside sediment trapping element that coats of the blasthole of aqueduct; C, each box culvert that catchments are provided with bailing pipe, and this bailing pipe is communicated with ground surface; The water permeability paving is set on d, the macadam, makes the quick water conservancy diversion of rainwater of ground surface go into underground.
8, water resource recovery system according to claim 7 is characterized in that, the port of export of the bailing pipe that is connected with ground surface that the described box culvert that catchments is provided with is provided with loam cake, on cover and be provided with air vent.
9, water resource recovery system according to claim 7 is characterized in that, the described box culvert top of catchmenting is provided with overfall.
10, water resource recovery system according to claim 7 is characterized in that, described vertical-overflow road, bailing pipe uplink are equipped with the saturating draining band of capillary, and the saturating draining band of this capillary is layered in each layer stratum in advance, to strengthen the concentrated discharge effect of moisture content.
11, a kind of job practices of the water permeability paving as claim 1 or 7 described water resource recovery systems is characterized in that this method comprises: a, several hollow columnar conduits and sealed piece combined in advance form an aqueduct unit; B, unit architecture is set on the aqueduct; C, the aqueduct unit that will be equipped with unit architecture are laid in the construction site; D, in the construction site concrete perfusion, and concrete is covered on unit architecture and the aqueduct unit; E, treat concrete setting after, start sealed piece, promptly finish the water permeability pavement construction.
12, the job practices in the water permeability paving of water resource recovery system according to claim 11, it is characterized in that, described sealed piece is the sealing sleeve plug, seal template, and this sealed piece adopts sizing material to penetrate through high pressure and one-body moldedly makes this and seal template and seal gag.
13, the job practices in the water permeability paving of water resource recovery system according to claim 11 is characterized in that, described sealed piece adopts paper material to make, and is bonding by jelly and template, with involution on the hollow columnar catheter opening; Described sealed piece adopts adhesive film material to make, and coheres through the hot pressing of automation facility and is sealing template.
14, the job practices in the water permeability paving of water resource recovery system according to claim 11, it is characterized in that, one deck sand bed, macadam are laid in advance in this construction site before being laid in the construction site in the described aqueduct unit that will be equipped with unit architecture.
15, the job practices in the water permeability paving of water resource recovery system according to claim 11 is characterized in that, is equipped with a stainless (steel) wire on the described aqueduct; Described aqueduct pipe shaft has tapering, with hole tabling convenient and unit architecture; Described aqueduct external diameter is provided with the fixing outer shroud, with hole tabling convenient and unit architecture.
16, a kind of job practices of the water permeability paving as claim 1 or 7 described water resource recovery systems, it is characterized in that, this method comprises: with concrete spouting at ground surface, it is floating, wait to do be concrete paving admittedly after, relend and help pass-through facility to bore pick perforation paving, the concrete face of land, finish the water permeability paving.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB021580065A CN1252361C (en) | 2002-12-20 | 2002-12-20 | Water resource recovering systems |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB021580065A CN1252361C (en) | 2002-12-20 | 2002-12-20 | Water resource recovering systems |
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| CN1510220A true CN1510220A (en) | 2004-07-07 |
| CN1252361C CN1252361C (en) | 2006-04-19 |
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| CNB021580065A Expired - Fee Related CN1252361C (en) | 2002-12-20 | 2002-12-20 | Water resource recovering systems |
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| CN105064164A (en) * | 2015-09-17 | 2015-11-18 | 钱锦涛 | Novel water-permeable tree surrounding brick |
| CN105829618A (en) * | 2013-12-17 | 2016-08-03 | 埃尔瓦有限公司 | Systems and methods for gathering water |
| CN106212224A (en) * | 2016-09-20 | 2016-12-14 | 浙江大学 | A kind of ecological slope protection device for semiarid zone side slope |
| CN106245658A (en) * | 2016-08-30 | 2016-12-21 | 山东胜伟园林科技有限公司 | A kind of groove drawing underground moisture |
| CN108221885A (en) * | 2018-03-29 | 2018-06-29 | 辽宁省水利水电勘测设计研究院有限责任公司（原名称为辽宁省水利水电勘测设计研究院） | Duct run-off |
| CN110042884A (en) * | 2019-05-10 | 2019-07-23 | 新疆农业大学 | The method for promoting underground water using column soil removal and replacement capillarity |
| CN110485375A (en) * | 2019-07-25 | 2019-11-22 | 黄河勘测规划设计研究院有限公司 | Antiseepage drainage exhaust structure suitable for Wall in Plain Reservoir library basin |
| CN110499693A (en) * | 2019-08-24 | 2019-11-26 | 浙江诚通市政建设有限公司 | A kind of permeable road structure of municipal administration and its construction method |
| CN111021467A (en) * | 2019-12-12 | 2020-04-17 | 上海市建工设计研究总院有限公司 | Rainwater collection system |
| TWI804344B (en) * | 2022-06-14 | 2023-06-01 | 鼎興開發貿易股份有限公司 | moisture collector |
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2002
- 2002-12-20 CN CNB021580065A patent/CN1252361C/en not_active Expired - Fee Related
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| CN105829618A (en) * | 2013-12-17 | 2016-08-03 | 埃尔瓦有限公司 | Systems and methods for gathering water |
| CN104818701A (en) * | 2014-01-30 | 2015-08-05 | 张龙萌 | Water holding and permeating structure for base and water collecting and storing system thereof |
| CN105064164A (en) * | 2015-09-17 | 2015-11-18 | 钱锦涛 | Novel water-permeable tree surrounding brick |
| CN106245658B (en) * | 2016-08-30 | 2018-08-07 | 山东胜伟盐碱地科技有限公司 | A kind of groove drawing underground moisture |
| CN106245658A (en) * | 2016-08-30 | 2016-12-21 | 山东胜伟园林科技有限公司 | A kind of groove drawing underground moisture |
| CN106212224A (en) * | 2016-09-20 | 2016-12-14 | 浙江大学 | A kind of ecological slope protection device for semiarid zone side slope |
| CN108221885A (en) * | 2018-03-29 | 2018-06-29 | 辽宁省水利水电勘测设计研究院有限责任公司（原名称为辽宁省水利水电勘测设计研究院） | Duct run-off |
| CN108221885B (en) * | 2018-03-29 | 2023-09-26 | 辽宁省水利水电勘测设计研究院有限责任公司（原名称为辽宁省水利水电勘测设计研究院） | Overflow pool for duct |
| CN110042884A (en) * | 2019-05-10 | 2019-07-23 | 新疆农业大学 | The method for promoting underground water using column soil removal and replacement capillarity |
| CN110485375A (en) * | 2019-07-25 | 2019-11-22 | 黄河勘测规划设计研究院有限公司 | Antiseepage drainage exhaust structure suitable for Wall in Plain Reservoir library basin |
| CN110499693A (en) * | 2019-08-24 | 2019-11-26 | 浙江诚通市政建设有限公司 | A kind of permeable road structure of municipal administration and its construction method |
| CN111021467A (en) * | 2019-12-12 | 2020-04-17 | 上海市建工设计研究总院有限公司 | Rainwater collection system |
| TWI804344B (en) * | 2022-06-14 | 2023-06-01 | 鼎興開發貿易股份有限公司 | moisture collector |
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