CN109881558A - Ground laying structure, laying method and processing method - Google Patents
Ground laying structure, laying method and processing method Download PDFInfo
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- CN109881558A CN109881558A CN201910316625.1A CN201910316625A CN109881558A CN 109881558 A CN109881558 A CN 109881558A CN 201910316625 A CN201910316625 A CN 201910316625A CN 109881558 A CN109881558 A CN 109881558A
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- structural body
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- laying structure
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- ground laying
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Abstract
The present invention relates to a kind of ground laying structure, laying method and processing methods, ground laying structure includes structural body, permeable hole, filter element and purge unit, structural body is layed in ground, at least one permeable hole is arranged in the structural body, the first surface of the structural body is in fluid communication in the permeable hole, filter element covers the permeable hole to filter fluid, the purge unit for being configured to generate fluid is arranged in the structural body, and the fluid is via the fluid channel of the connection permeable hole to purge the filter element.The processing method of ground laying structure is the following steps are included: the first surface of the structural body is in fluid communication to dredge fluid in the permeable hole for being arranged in structural body, cover the filter element filtering fluid of the permeable hole, purge unit generates fluid, and the fluid is via the fluid channel of the connection permeable hole to purge the filter element.
Description
Technical field
The present invention relates to ground laying technology field, in particular to a kind of ground laying structure, laying method and processing side
Method.
Background technique
The earth's surface of modern city is gradually covered by material water-proof materials such as building and concrete, so as to form ecology
" artificial desert " on.Fluid-tight concrete and pitch etc. are as the main ground surface material in city, so that declining naturally
Rainwater can not be natural and tripping permeate the ground；Thus be cause to lack to urban surface temperature, humidity regulation ability it is main
Reason leads to " tropical island effect " that leads to the problem of so-called city or causes the waterlogging for seeing sea in rainy season city.
Water-permeable brick is one of the mode to solve the above problems, and sintering ceramic water-permeable brick surface is smooth, intensity is high, permeable effect
Well, but the disadvantage is that hole is bigger, easy to cause water permeability to fail by dirt blocking, concrete permeable brick is at low cost
It is honest and clean, molding is simple, permeation rate is preferable, but disadvantage is also to be easy to be blocked by dirt.Therefore, water-permeable brick in the prior art is saturating
Water hole is easily blocked by the lesser sundries of particle such as muddy water, grease, even if periodically being cleaned, prevents pore plugging, it is also difficult to thorough
Bottom is cleaned out.When permeable hole is blocked, water permeability decline is very fast, and permeable effect is difficult to reach the ideal of design
It is required that.Other ground laying structure such as hollow bricks, there is also permeable holes to hold susceptible to plugging defect on porous floor etc..
In view of defect existing for ground laying structure in the prior art, a kind of simple, effective, at low cost, installation is needed
Anti-blocking pervious surface laying structure easy to use.
Disclosed above- mentioned information are used only for enhancing the understanding to background of the present invention in the background section, it is thus possible to
Information comprising not constituting the prior art known to a person of ordinary skill in the art in home.
Summary of the invention
The inventors of the present invention have made intensive studies in order to achieve the above objectives, specifically, the present invention provides a kind ofly
Face laying structure, laying method and processing method.
An aspect of of the present present invention, a kind of ground laying structure include,
Structural body is layed in ground；
At least one permeable hole, is arranged in the structural body, and the first of the structural body is in fluid communication in the permeable hole
Surface；
Filter element, covers the permeable hole to filter fluid,
Purge unit, the purge unit for being configured to generate fluid are arranged in the structural body, and the fluid is via connection institute
The fluid channel of permeable hole is stated to purge the filter element.
In the ground laying structure, at least part of the purge unit exposes the first table of the structural body
Face.
In the ground laying structure, the first end of the structural body is equipped with the first connector, the structural body
Second end relative to first end is equipped with the second connector that can cooperate first connector, and the first of the structural body connects
Second connector of another sliceable structural body of fitting.
In the ground laying structure, first connector be with the integrally formed convex block of structural body, described the
Two connectors are the groove that can splice with convex block, and the groove and structural body are integrally formed, and the bump sizes of the convex block are big
In the recess dimensions of groove.
In the ground laying structure, the of first connector of a structural body and another structural body
Two connectors cooperatively form the accommodating cavity for accommodating purge unit.
In the ground laying structure, the cushion block for adjusting the purge unit height is equipped in the accommodating cavity.
In the ground laying structure, the cross-sectional area of the cushion block is substantially equal to the cross section of the accommodating cavity
Product, the cushion block are equipped with permeable venthole therethrough.
In the ground laying structure, the thickness of convex block is less than the thickness of structural body, lower surface and purge unit
It is maintained at the same horizontal plane with being located on cushion block.
In the ground laying structure, the purge unit fluid communication communicating pipe, the communicating pipe is along the stream
Body channel extends so that close to the filter element, the connection pipe diameter is less than the diameter of the permeable hole.
In the ground laying structure, the connectivity part of the fluid channel and the permeable hole is single close to the filtering
Member, the filter element are strainer, and the strainer flushes in and covers the permeable hole at the first surface position, described permeable
The structural body is run through in hole, and the structural body is water-permeable brick.
In the ground laying structure, the purge unit is resilient elastic balloon, a part of elastic balloon
The prominent first surface.
In the ground laying structure, the elastic balloon connects the fluid channel via valve, and elastic balloon is pressurized
Deformation is generated to generate gas, the gas enters fluid channel via the valve and purges the filter element with predetermined pressure,
Elastic balloon deformation recovery is so that extraneous gas enters the elastic balloon via valve.
In the ground laying structure, the size of the part of the prominent first surface of the elastic balloon and purging filtering are single
The gas flow rate of member is positively correlated.
In the ground laying structure, elastic balloon is bar shaped, and two sides connect multiple communicating pipes, and the gas is via gas
Valve described in body opened by pressure enters fluid channel and purges the filter element with predetermined pressure, and elastic balloon deformation restores so that outer
Portion's gas sucks the elastic balloon via valve, and the valve includes waterproof vent valve.
In the ground laying structure, the purge unit is exposed to be covered on the part of the first surface of the structural body
Cover Gasket layer, the bed course are distributed to two sides in gentle slope.
In the ground laying structure, the mat surface is equipped with the runner of circulation connection permeable hole, and the bed course can
The first surface is fixed in disassembly.
In the ground laying structure, the bed course is flexible cushion, is made of water proof material, the bed course is equipped with
Threaded hole, the structural body are equipped with screwed fixation hole, and the threaded hole and the fixation hole are corresponding to connect simultaneously
Close fixing screws.
According to another aspect of the present invention, a kind of ground laying method the following steps are included:
First step, laying structure ontology, the first connector of the structural body splice the second company of another structural body
Fitting is to be laid with ground, wherein first connector and the second connector of another structural body cooperatively form receiving and blow
The accommodating cavity of unit is swept,
Second step places purge unit to the accommodating cavity, wherein the purge unit exposes the first table of structural body
Face predetermined altitude,
Third step, purge unit fluid communication permeable hole cover the filter element of the permeable hole with direction, wherein to boast
The fluid for sweeping unit can purge filter element via the fluid channel of connection permeable hole.
According to another aspect of the invention, a kind of processing method of ground laying structure the following steps are included:
The first surface of the structural body is in fluid communication to dredge fluid in first step, the permeable hole for being arranged in structural body,
Second step covers the filter element filtering fluid of the permeable hole,
Third step, purge unit generate fluid, and the fluid purges described via the fluid channel for being connected to the permeable hole
Filter element.
In the processing method, third step, at least part of the purge unit exposes the structural body
First surface exposes the purge unit withstanding pressure of first surface to generate fluid.
The technical effect of invention is as follows:
Compared with prior art, the beneficial effects of the present invention are: the structural body of ground laying structure of the invention is routed to ground
Face, by be in fluid communication the structural body first surface permeable hole by rainwater, product water or other fluid from the of structural body
One surface introduce ground, cover the permeable hole filter element filtering fluid in case blocking permeable hole and reduce permeable efficiency,
In order to avoid impurity blocks filter element, be arranged in purge unit in the structural body and generate fluid, the fluid via
The fluid channel of the permeable hole is connected to purge the filter element, it is single that impurities purging can be left filtering by purge unit
Member, this makes the permeable efficiency of ground laying structure remain higher level, overcomes the defect of the prior art, the present invention
At least part of purge unit expose the first surface of the structural body, it is passive to be formd by the step pressure of pedestrian
Purging, eliminate provide actively purging power cost and structure it is simple, the present invention is capable of forming back-pressure and prevents in stifled and from dimension
Shield, further, by the first and second connectors in structural body both ends such as convex block and groove, structural body is easy to apply
Work splicing, the convex block between the cushion block and two structural body bodies of the bed course, such as air bag stepped on by foot form confined space, ensure that and blow
The clean and tidy of unit is swept, infecting for rainwater is avoided, it, can also be by cushion block even if there is small part rainwater to enter in accommodating chamber
Permeable venthole is discharged into following bed course or drainage pipeline, it is ensured that purge unit working environment extends its service life, described
It is inclined to the filter element of strainer such as communicating pipe and guarantees the strainer forced area above permeable hole, be further ensured that the unobstructed work of strainer
Make, runner is distributed along direction of fall, and flows to the ability that permeable hole further enhances the blowdown stream water flowing of first surface, simultaneously
The presence of water channel also increases the frictional force that foot steps on bed course, also, the foot of rubber material steps on bed course, and toughness is strong, while walking
Cooperation air bag is equal to carry out foot massages above, improves people and walks in comfort level above.
Detailed description of the invention
Fig. 1 is the cross section structure schematic diagram of an embodiment of ground laying structure of the present invention.
Fig. 2 is the overlooking structure diagram of an embodiment of ground laying structure of the present invention.
Fig. 3 is the step schematic diagram of the laying method of ground laying structure of the present invention.
Fig. 4 is the step schematic diagram of the processing method of ground laying structure of the present invention.
Specific embodiment
The specific embodiment that the present invention will be described in more detail below with reference to accompanying drawings.Although being shown in attached drawing of the invention
Specific embodiment, it being understood, however, that may be realized in various forms the present invention without that should be limited by embodiments set forth here
System.It is to be able to thoroughly understand the present invention on the contrary, providing these embodiments, and can be complete by the scope of the present invention
Be communicated to those skilled in the art.
It should be noted that having used some vocabulary in the specification and claims to censure specific components.Ability
Field technique personnel it would be appreciated that, technical staff may call the same component with different nouns.This specification and right
It is required that not in such a way that the difference of noun is as component is distinguished, but with the difference of component functionally as differentiation
Criterion."comprising" or " comprising " as mentioned throughout the specification and claims are an open language, therefore should be solved
It is interpreted into " including but not limited to ".Specification subsequent descriptions are to implement better embodiment of the invention, so the description be with
For the purpose of the rule of specification, the range that is not intended to limit the invention.Protection scope of the present invention is when the appended right of view
It is required that subject to institute's defender.
In order to facilitate understanding of embodiments of the present invention, it is done by taking several specific embodiments as an example below in conjunction with attached drawing further
Explanation, and each attached drawing does not constitute the restriction to the embodiment of the present invention.
Specifically, referring to Fig. 1-2, a kind of ground laying structure includes,
Structural body 1, is layed in ground；
At least one permeable hole 2, is arranged in the structural body 1, and the structural body 1 is in fluid communication in the permeable hole 2
First surface 17；
Filter element 5, covers the permeable hole 2 to filter fluid,
Purge unit 4, the purge unit 4 for being configured to generate fluid are arranged in the structural body 1, and the fluid is via connection
The fluid channel 9 of the permeable hole 2 is to purge the filter element 5.
In one embodiment, the structural body 1 is the sliceable composite structure of standardization, and multiple structural bodies 1 can be spread
On the ground of presumptive area.
In one embodiment, permeable hole 2 is the permeable hole through the structural body 1, and multiple permeable holes 2 can arrange
It is distributed in the structural body 1, further, the permeable hole 2 extends vertically through the structural body 1.Further, described
The diameter of permeable hole 2 can be arranged based on fluid flow to be discharged.
In one embodiment, the first surface 17 is equipped with the guide groove of guidance fluid, described in the guide groove fluid communication
Permeable hole 2.
In one embodiment, permeable hole 2 and first surface 17, which penetrate through, is equipped with lead angle rotary table, the filter element at position
5 are supported on the lead angle rotary table to cover the permeable hole 2.
In one embodiment, the filter element 5 is strainer, and the mesh aperture of the strainer is based on impurity to be separated
Size and be arranged, further, the strainer be stainless steel cloth.
In one embodiment, the purge unit 4 is gas injection apparatus, and the gas injection apparatus is based on pre- timing
Between interval injection predetermined flow rate gas.
In one embodiment, the purge unit 4 is liquid gas injection apparatus, and the liquid injection apparatus is based on predetermined
The liquid of time interval injection predetermined flow rate.Further, the liquid injection apparatus can be filled with the fluid after filter element separation.
In one embodiment, the diameter of the fluid channel 9 is less than the permeable hole 2, this is conducive to improve fluid pressure
Power.
In one embodiment, the fluid channel 9, which tilts upward, intersects at the permeable hole 2.
The structural body of ground laying structure of the invention is routed to ground, by the structural body is in fluid communication the
Rainwater, product water or other fluid are introduced ground from the first surface of structural body by the permeable hole on one surface, cover the permeable hole
Filter element filtering fluid, in order to avoid impurity blocks filter element, is arranged in order to avoid blocking permeable hole and reducing permeable efficiency
Purge unit in the structural body generates fluid, and the fluid is via the fluid channel of the connection permeable hole to purge
Filter element is stated, impurities purging can be left filter element by purge unit, this makes the permeable efficiency of ground laying structure begin
Higher level is kept eventually, overcomes the defect of the prior art.
In one embodiment of ground laying structure of the present invention, at least part of the purge unit 4 is exposed
The first surface 17 of the structural body 1.
In one embodiment, a part for exposing the purge unit 4 of the first surface 17 is to make moving cell, can be connected
External power unit is connect to generate fluid.
In one embodiment, a part for exposing the purge unit 4 of the first surface 17 is elastic element, is passed through
It is pressurized to generate fluid, further, elastic element tramples that deformation occurs to generate fluid by pedestrian.
In one embodiment of ground laying structure of the present invention, the first end of the structural body 1 is equipped with first
Connector 11, the structural body 1 is equipped with relative to the second end of first end can cooperate the second of first connector 11 to connect
Fitting 12, the second connector 12 of another the sliceable structural body 1 of the first connector 11 of the structural body 1.
In one embodiment, the first connector 11 and the second connector are mutual sliceable structure, and being configured to will be more
A structural body 1 splices and combines.
In one embodiment of ground laying structure of the present invention, first connector 11 is and structural body 1
Integrally formed convex block, second connector 12 be the groove that can splice with convex block, the groove and the one of structural body 1 at
Type, the bump sizes of the convex block are greater than the recess dimensions of groove.
In one embodiment of ground laying structure of the present invention, first connector of a structural body 1
11 cooperatively form the accommodating cavity 16 of receiving purge unit 4 with the second connector 12 of another structural body 1.This is significantly improved
The assembling of purge unit 4.
In one embodiment of ground laying structure of the present invention, it is equipped with described in adjusting and blows in the accommodating cavity 16
Sweep the cushion block 7 of 4 height of unit.
In one embodiment, the cushion block 7 is incompressible air bag cushion block, and it is empty that air bag cushion block can enrich the receiving
Chamber 16.
In one embodiment, the cushion block is height-adjustable supporting member.
In one embodiment of ground laying structure of the present invention, the cross-sectional area of the cushion block 7 is substantially equal to institute
The cross-sectional area of accommodating cavity 16 is stated, the cushion block 7 is equipped with permeable venthole 8 therethrough.It can be incited somebody to action by permeable venthole 8
Ponding discharge, safeguards the working environment of purge unit 4.
In one embodiment of ground laying structure of the present invention, the thickness of convex block is less than the thickness of structural body 1,
Its lower surface is maintained at the same horizontal plane with same be located on cushion block 7 of purge unit 4.This facilitates adjustment cushion block 7.
In one embodiment of ground laying structure of the present invention, the 4 fluid communication communicating pipe 6 of purge unit,
The communicating pipe 6 extends along the fluid channel 9 with close to the filter element 5,6 diameter of communicating pipe is less than described
The diameter in water hole 2.
In one embodiment of ground laying structure of the present invention, the company of the fluid channel 9 and the permeable hole 2
Logical to locate close to the filter element 5, the filter element 5 is strainer, and the strainer flushes at 17 position of first surface
The permeable hole 2 is covered, the permeable hole 2 runs through the structural body 1, and the structural body 1 is water-permeable brick.
In one embodiment of ground laying structure of the present invention, purge unit 4 is resilient elastic balloon, institute
State the prominent first surface 17 of a part of elastic balloon.A part of the exposing of the elastic balloon is trampled by pedestrian,
Elastic balloon compression deformation is to generate air-flow.
In one embodiment of ground laying structure of the present invention, the elastic balloon connects the stream via valve 10
Body channel 9, elastic balloon, which is pressurized, generates deformation to generate gas, and the gas enters fluid channel 9 via the valve 10 with pre-
Constant-pressure purges the filter element 5, and elastic balloon deformation recovery is so that extraneous gas enters the elastic balloon via valve 10.
In one embodiment, the valve 10 is that first direction needs predetermined pressure just to open, in contrast to first direction
Second direction is always maintained at unlatching.
In one embodiment of ground laying structure of the present invention, the portion of the prominent first surface 17 of the elastic balloon
The gas flow rate of the size and purging filter element 5 divided is positively correlated.When needing the gas flow rate that purges big, then part ruler outstanding
It is very little bigger to ensure required pressure.
In one embodiment of ground laying structure of the present invention, elastic balloon is bar shaped, and two sides connect multiple companies
Siphunculus 6, the gas open the valve 10 via Fluid pressure and enter fluid channel 9 with the predetermined pressure purging filter element
5, so that extraneous gas sucks the elastic balloon via valve 10, the valve 10 includes waterproof vent valve for elastic balloon deformation recovery
10。
In one embodiment of ground laying structure of the present invention, the purge unit 4 exposes the structural body 1
First surface 17 part on cover bed course 15, the bed course 15 to two sides in gentle slope distribution.
In one embodiment of ground laying structure of the present invention, it is permeable that 15 surface of bed course is equipped with circulation connection
The runner 14 in hole 2, the bed course 15 are removably fixed in the first surface 17.
In one embodiment of ground laying structure of the present invention, the bed course 15 be flexible cushion 15, by every
Water material is made, and the bed course 15 is equipped with threaded hole, and the structural body 1 is equipped with screwed fixation hole 3, the threaded hole
It is corresponding to simultaneously engage with fixing screws 13 with the fixation hole 3.
For a further understanding of the present invention, in one embodiment, ground laying structure of the invention is anti-for a kind of back-pressure
In stifled Porous permeable bricks, structural body 1, permeable hole 2, the purge unit 4 of such as elastic balloon and communicating pipe 6 including such as brick body,
There are two rows of several permeable holes 2 and fixation hole 3 in 1 surface of brick body, and the mistake just like dirt-proof strainer is arranged in the permeable hole 2 above
Unit 5 is filtered, all have can the first connector 11 spliced with each other such as convex block and such as the of groove at brick body 1 both ends when construction
Two connectors 12, the convex block 11 and groove 12 of adjacent two brick body are spliced to form the accommodating cavity 16 such as gasbag chamber, the bullet
Property air bag 4 be located in gasbag chamber 16, between the elastic balloon 4 and permeable hole 2 be equipped with fluid line 9, pass through the communicating pipe 6
The fluid line 9,16 lower part of gasbag chamber is equipped with air bag cushion block 7, and when construction, first air bag is placed on air bag cushion block 7
Then face connects pipe 6 in 7 two sides of air bag, connection guides the fluid line being placed through communicating pipe 6 in brick body 1 after the completion
9, then splice the convex block 11 and groove 12 at adjacent 1 both ends of brick body, after the completion of to be assembled, mobile air bag cushion block 7 keeps it convex with two
Seamless between block 11, after the completion of all, covering foot is stepped on bed course 15 to the air bag 4 of protrusion, and installation fixed screw 13 is to solid
Determine in hole 3, so that foot is stepped on bed course 15 and fit in 4 surface of brick body 1 and air bag, successively carry out the construction of subsequent water-permeable brick after the completion.
It when in use, can be according to the quantity of the different increase and decrease permeable holes 2 of areal rainfall depth, corresponding elastic balloon
6 quantity of communicating pipe of 4 two sides also should accordingly increase and decrease.If when fine no rain, pedestrian is walked on water-permeable brick surface, when foot is stepped on to foot
It steps on bed course 5, air bag 4 compresses, and the gas of discharge passes through communicating pipe 6 to dirt-proof strainer 5, if there is dirt sand of obstruction etc. on strainer
When sundries, gas pressure will dredge strainer, keep unimpeded it.Until when raining, rainwater is by putting in the part of permeable hole 2
Permeability cell entered in communicating pipe 6, and pedestrian rides bed course, air bag compression, and gas pressure will promote the rainwater into communicating pipe 6 slight
It is convex, strainer 5 is scrubbed, rainwater carries small, and sundries cannot block strainer 5, and most of rainwater is drained into along permeable hole 2
Bed course or drainage pipeline below water brick.
If water-permeable brick is longer using the time, it can judge whether air bag elasticity is lost or smaller by observing the convex situation in road surface
It is not enough to work on, for the elastic balloon that cannot be worked on, only need to dismantle fixing screws 13, then more ventilation bag is just
It can.
Ground laying structure of the invention realizes the purpose of drainage permeable using permeable hole 2, and structural body can be used non-
Water material or seepy material turn material using non-seepy material is i.e. common, advantageously reduce cost, i.e., non-water-permeable brick can also be realized
Water function passes by by pedestrian and jams on the gas pressure of air bag generation and realize that back-pressure through-hole is prevented in stifled purpose, structure of the invention
Simple and reliable, low in cost, convenient for splicing installation, permeable effect is good, is suitble to be widely popularized and use.
As shown in figure 3, a kind of ground laying method the following steps are included:
The first connector 11 of first step S1, laying structure ontology 1, the structural body 1 splice another structural body 1
Second connector 12 is to be laid with ground, wherein first connector 11 and the second connector 12 of another structural body 1 are matched
The accommodating cavity 16 for being formed and accommodating purge unit 4 is closed,
Second step S2 places purge unit 4 and arrives the accommodating cavity 16, wherein the purge unit 4 exposes structural body 1
17 predetermined altitude of first surface,
Third step S3,4 fluid communication permeable hole 2 of purge unit cover the filter element 5 of the permeable hole 2 with direction, wherein
Fluid from purge unit 4 can purge filter element 5 via the fluid channel 9 of connection permeable hole 2.
Laying method of the invention is simple and is easy to large-scale standardized execution, can be led to according to the ponding situation of different zones
Predetermined altitude is overregulated to realize different purging intensity.
In one embodiment of ground laying method of the present invention, the first connector 11 and the second connector are phase
Mutual sliceable structure, is configured to splice and combine multiple structural bodies 1.
In one embodiment of ground laying method of the present invention, first connector 11 is and structural body
1 integrally formed convex block, second connector 12 are the groove that can splice with convex block, 1 one of the groove and structural body
Molding, the bump sizes of the convex block are greater than the recess dimensions of groove.
In one embodiment of ground laying method of the present invention, it is equipped in the accommodating cavity 16 described in adjusting
The cushion block 7 of 4 height of purge unit.
In one embodiment of ground laying method of the present invention, the cushion block 7 is incompressible air bag cushion
Block, air bag cushion block can enrich the accommodating cavity 16.
In one embodiment of ground laying method of the present invention, the cushion block is height-adjustable supporting member.
In one embodiment of ground laying method of the present invention, the cross-sectional area of the cushion block 7 is substantially equal to
The cross-sectional area of the accommodating cavity 16, the cushion block 7 are equipped with permeable venthole 8 therethrough.It can by permeable venthole 8
Ponding is discharged, safeguards the working environment of purge unit 4.
In one embodiment of ground laying method of the present invention, the thickness of convex block is less than the thickness of structural body 1
Degree, lower surface are maintained at the same horizontal plane with same be located on cushion block 7 of purge unit 4.This facilitates adjustment cushion block 7.
In one embodiment of ground laying method of the present invention, the 4 fluid communication communicating pipe of purge unit
6, the communicating pipe 6 extends along the fluid channel 9 with close to the filter element 5,6 diameter of communicating pipe is less than described
The diameter of permeable hole 2.
In one embodiment of ground laying method of the present invention, purge unit 4 is resilient elastic balloon,
The prominent first surface 17 of a part of the elastic balloon.One of the exposing of the elastic balloon is trampled by pedestrian
Point, elastic balloon compression deformation is to generate air-flow.
In one embodiment of ground laying method of the present invention, the elastic balloon connects described via valve 10
Fluid channel 9, elastic balloon, which is pressurized, generates deformation to generate gas, the gas via the valve 10 enter fluid channel 9 with
Predetermined pressure purges the filter element 5, and elastic balloon deformation recovery is so that extraneous gas enters the elastic gas via valve 10
Capsule.
In one embodiment of ground laying method of the present invention, the prominent first surface 17 of the elastic balloon
The gas flow rate of partial size and purging filter element 5 is positively correlated.When needing the gas flow rate that purges big, then part outstanding
Size is bigger to ensure required pressure.
In one embodiment of ground laying method of the present invention, the purge unit 4 exposes the structure sheet
Bed course 15 is covered on the part of the first surface 17 of body 1, the bed course 15 is distributed to two sides in gentle slope.
In one embodiment of ground laying method of the present invention, it is saturating that 15 surface of bed course is equipped with circulation connection
The runner 14 in water hole 2, the bed course 15 are removably fixed in the first surface 17.
In one embodiment of ground laying method of the present invention, the bed course 15 is flexible cushion 15, by
Water proof material is made, and the bed course 15 is equipped with threaded hole, and the structural body 1 is equipped with screwed fixation hole 3, the screw thread
Hole and the fixation hole 3 are corresponding to simultaneously engage with fixing screws 13.
As shown in figure 4, a kind of processing method of ground laying structure the following steps are included:
The first surface 17 of the structural body 1 is in fluid communication to dredge in first step S1, the permeable hole 2 for being arranged in structural body 1
Baffle,
Second step S2, the filter element 5 for covering the permeable hole 2 filter fluid,
Third step S3, purge unit 4 generate fluid, and the fluid is via the fluid channel 9 for being connected to the permeable hole 2 to purge
The filter element 5.
In one embodiment of the processing method that ground of the present invention is laid with, third step S3, the purging list
At least part of member 4 exposes the first surface 17 of the structural body 1, exposes the purge unit 4 of first surface 17 through being pressurized
Power is to generate fluid.
In one embodiment of the processing method that ground of the present invention is laid with, the fluid channel 9 with it is described
The connectivity part in water hole 2 is strainer close to the filter element 5, the filter element 5, and the strainer flushes in the first surface
The permeable hole 2 is covered at 17 positions, the permeable hole 2 runs through the structural body 1, and the structural body 1 is water-permeable brick.
In one embodiment of the processing method that ground of the present invention is laid with, the structural body 1 is standardization
Sliceable composite structure, multiple structural bodies 1 can be layed on the ground of presumptive area.
In one embodiment of the processing method that ground of the present invention is laid with, permeable hole 2 is through the structure
The permeable hole of ontology 1, multiple permeable holes 2 can arranged distribution in the structural body 1, further, the permeable hole 2 hang down
Directly run through the structural body 1.Further, the diameter of the permeable hole 2 can be arranged based on fluid flow to be discharged.
In one embodiment of the processing method that ground of the present invention is laid with, the first surface 17 is equipped with guidance
The guide groove of fluid, permeable hole 2 described in the guide groove fluid communication.
In one embodiment of the processing method that ground of the present invention is laid with, permeable hole 2 is passed through with first surface 17
It is equipped with lead angle rotary table at logical position, the filter element 5 is supported on the lead angle rotary table to cover the permeable hole 2.
In one embodiment of the processing method that ground of the present invention is laid with, the filter element 5 is strainer, institute
The mesh aperture for stating strainer is arranged based on contaminant size to be separated, and further, the strainer is stainless steel cloth.
Industrial applicibility
Ground laying structure, laying method and processing method of the invention can be manufactured and be used in ground laying field.
Although embodiment of the present invention is described in conjunction with attached drawing above, the invention is not limited to above-mentioned
Specific embodiments and applications field, above-mentioned specific embodiment are only schematical, directiveness, rather than restricted
's.Those skilled in the art are under the enlightenment of this specification and in the range for not departing from the claims in the present invention and being protected
In the case where, a variety of forms can also be made, these belong to the column of protection of the invention.
Claims (20)
1. a kind of ground laying structure comprising,
Structural body is layed in ground；
At least one permeable hole, is arranged in the structural body, and the first of the structural body is in fluid communication in the permeable hole
Surface；
Filter element, covers the permeable hole to filter fluid,
Purge unit, the purge unit for being configured to generate fluid are arranged in the structural body, and the fluid is via connection institute
The fluid channel of permeable hole is stated to purge the filter element.
2. ground laying structure according to claim 1, it is characterised in that: at least part of the purge unit is exposed
The first surface of the structural body.
3. ground laying structure according to claim 1, it is characterised in that: the first end of the structural body is equipped with first
Connector, the structural body are equipped with the second connector that can cooperate first connector relative to the second end of first end,
Second connector of another sliceable structural body of the first connector of the structural body.
4. ground laying structure according to claim 3, it is characterised in that: first connector be and structural body one
Body formed convex block, second connector are the groove that can splice with convex block, and the groove and structural body are integrally formed, institute
The bump sizes for stating convex block are greater than the recess dimensions of groove.
5. ground laying structure according to claim 3, it is characterised in that: first connector of a structural body
The accommodating cavity for accommodating purge unit is cooperatively formed with the second connector of another structural body.
6. ground laying structure according to claim 5, it is characterised in that: be equipped with described in adjusting and blow in the accommodating cavity
Sweep the cushion block of cell height.
7. ground laying structure according to claim 5, it is characterised in that: the cross-sectional area of the cushion block is substantially equal to institute
The cross-sectional area of accommodating cavity is stated, the cushion block is equipped with permeable venthole therethrough.
8. ground laying structure according to claim 6, it is characterised in that: the thickness of convex block is less than the thickness of structural body
Degree, lower surface are maintained at the same horizontal plane with same be located on cushion block of purge unit.
9. ground laying structure according to claim 1, it is characterised in that: the purge unit fluid communication communicating pipe,
The communicating pipe extends along the fluid channel with close to the filter element, the connection pipe diameter is less than the permeable hole
Diameter.
10. ground laying structure according to claim 1, it is characterised in that: the fluid channel and the permeable hole
Connectivity part is strainer close to the filter element, the filter element, and the strainer, which flushes at the first surface position, to be covered
The permeable hole is covered, the permeable hole runs through the structural body, and the structural body is water-permeable brick.
11. ground laying structure according to claim 1, it is characterised in that: the purge unit is resilient elasticity
Air bag, the prominent first surface of a part of elastic balloon.
12. ground laying structure according to claim 11, it is characterised in that: described in the elastic balloon is connected via valve
Fluid channel, elastic balloon, which is pressurized, generates deformation to generate gas, and the gas enters fluid channel via the valve with predetermined
Filter element described in pressure purge, elastic balloon deformation recovery is so that extraneous gas enters the elastic balloon via valve.
13. ground laying structure according to claim 11, it is characterised in that: the prominent first surface of the elastic balloon
The gas flow rate of partial size and purging filter element is positively correlated.
14. ground laying structure according to claim 12, it is characterised in that: elastic balloon is bar shaped, and two sides connection is more
A communicating pipe, the gas open the valve via gas pressure and enter fluid channel with the predetermined pressure purging filtering list
Member, so that extraneous gas sucks the elastic balloon via valve, the valve includes waterproof vent valve for elastic balloon deformation recovery.
15. ground laying structure according to claim 2, it is characterised in that: the purge unit exposes the structure sheet
Bed course is covered on the part of the first surface of body, the bed course is distributed to two sides in gentle slope.
16. ground laying structure according to claim 15, it is characterised in that: it is saturating that the mat surface is equipped with circulation connection
The runner in water hole, the bed course are removably fixed in the first surface.
17. ground laying structure according to claim 15, it is characterised in that: the bed course be flexible cushion, by every
Water material is made, and the bed course is equipped with threaded hole, and the structural body is equipped with screwed fixation hole, the threaded hole and institute
It is corresponding to simultaneously engage with fixing screws to state fixation hole.
18. a kind of ground laying method comprising following steps:
First step (S1), laying structure ontology, the first connector of the structural body splice the of another structural body
Two connectors are to be laid with ground, wherein first connector and the second connector of another structural body cooperatively form appearance
Receive the accommodating cavity of purge unit,
Second step (S2) places purge unit and arrives the accommodating cavity, wherein the of purge unit exposing structural body
One surface predetermined altitude,
Third step (S3), purge unit fluid communication permeable hole cover the filter element of the permeable hole with direction, wherein come
Filter element can be purged via the fluid channel of connection permeable hole from the fluid of purge unit.
19. a kind of processing method of ground laying structure comprising following steps:
The first surface of the structural body is in fluid communication to dredge stream in first step (S1), the permeable hole for being arranged in structural body
Body,
Second step (S2) covers the filter element filtering fluid of the permeable hole,
Third step (S3), purge unit generate fluid, and the fluid is via the fluid channel of the connection permeable hole to purge
The filter element.
20. processing method according to claim 19, it is characterised in that: third step (S3), the purge unit is extremely
Few a part exposes the first surface of the structural body, exposes the purge unit withstanding pressure of first surface to generate fluid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910316625.1A CN109881558A (en) | 2019-04-19 | 2019-04-19 | Ground laying structure, laying method and processing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910316625.1A CN109881558A (en) | 2019-04-19 | 2019-04-19 | Ground laying structure, laying method and processing method |
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| CN109881558A true CN109881558A (en) | 2019-06-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910316625.1A Pending CN109881558A (en) | 2019-04-19 | 2019-04-19 | Ground laying structure, laying method and processing method |
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| CN (1) | CN109881558A (en) |
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| CN110424205A (en) * | 2019-08-09 | 2019-11-08 | 高严慧 | A kind of energy-efficient concrete slab |
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| CN112900819A (en) * | 2021-02-03 | 2021-06-04 | 陈良玉 | Aerial working platform with talkback function |
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