CN104313967B - Row's water-seepage type is mated formation combining structure - Google Patents
Row's water-seepage type is mated formation combining structure Download PDFInfo
- Publication number
- CN104313967B CN104313967B CN201410351726.XA CN201410351726A CN104313967B CN 104313967 B CN104313967 B CN 104313967B CN 201410351726 A CN201410351726 A CN 201410351726A CN 104313967 B CN104313967 B CN 104313967B
- Authority
- CN
- China
- Prior art keywords
- pipes
- row
- water
- mated formation
- combining structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/20—Pavings made of prefabricated single units made of units of plastics, e.g. concrete with plastics, linoleum
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Road Paving Structures (AREA)
Abstract
Mat formation combining structure, including beam and slab type paving structure, permeable PC basic units, U-shaped ecological draining ditch and row's soakaway trench the invention relates to one kind row's water-seepage type.Wherein, beam and slab type paving structure is assembled into pavement or bicycle lane;And permeable PC basic units and beam and slab type paving structure are combined into car lane or square, the effect with load-carrying.U-shaped ecological draining ditch is arranged on the one or both sides on car lane or square, and described row's soakaway trench include transverse direction PC pipes and vertical PC pipes, and the horizontal PC pipes are connected with U-shaped ecological draining ditch, and the vertical PC pipes are connected with the horizontal PC pipes.Make its permeable, ventilative, easy progress earth's surface heat exchange, energy effective recycling rainwater reduces urban heat land effect, is more suitable for ecological, environmental protective, and simple in construction, and construction is simple.
Description
Technical field
The present invention relates to a kind of paving structure in road field, more particularly to a kind of row's water-seepage type is mated formation combining structure
Background technology
Traditional road and square paving structure is made up of basic unit, surface layer and bed course, is both needed to be entered with site operation machinery
Row basic unit and surface layer are paved, roll, paved, and site operation program is more, and the operation sequence of each operation is complicated, and maximum shortcoming is
It is waterproof, airtight, be difficult carry out earth's surface heat exchange.Since 1990s, traditional material is substituted with seepy material and has laid
Road surface is generally used by developed country's urban construction, at present, and material porous pavement research in the country's is more to be concentrated on
Permeable brick paving, pervious concrete pavement etc., but because cost, construction technology, intensity and maintenance aspect all occur some and be difficult to
The bottleneck of solution, be widely applied still be difficult.
Traditional drainage pattern is the gutter for having water to be discharged into city planting ductwork or roadside as early as possible, and developed countries are current
Research is concentrated mainly on collection and the recycling of rainwater, but this set system floor space is big, and investment is big, and popularization at home is difficult.
Chinese metropolitan situation at present is universal water shortage, and level of ground water is generally relatively low, and problem to be solved is to bleed back rainwater
And recycling, surface water is first solved, water that is unnecessary, having little time to divulge and penetrate into soil just considers to be discharged into city planting ductwork or roadside
Gutter.And current rainwater drainage pipe be generally fluid-tight U-PVC double-wall corrugated pipes can only draining, it is impossible to seep water.
The research of developed countries at present is concentrated mainly on collection and the recycling of rainwater, but this set system floor space
Greatly, invest big, popularization at home is difficult.Traditional drainage pattern is desirable to the draining that water is discharged into city planting ductwork or roadside as early as possible
Ditch, and the function in gutter is mainly draining, it is impossible to utilization of catchmenting.
The defect existed in view of above-mentioned existing porous pavement and drainage pattern, the design people is actively studied wound
Newly, by constantly research, design, and after studying sample repeatedly and improving, this hair having practical value is created finally
It is bright.
The content of the invention
It is an object of the present invention to overcome the defect that existing road and square paving structure are present, and provide a kind of new
Row's water-seepage type of type structure is mated formation combining structure, and technical problem to be solved is to make its construction simple in construction simple and ecological ring
Protect, thus more suitable for practicality.
Another object of the present invention is to, the defect for overcoming existing road and square paving structure to exist, and provide one
Row's water-seepage type of kind of new structure is mated formation combining structure, and technical problem to be solved is to make that its is permeable, ventilative, easily carry out earth's surface
Heat exchange, so as to reduce thermal conductivity effect, is more suitable for practicality.
It is an object of the present invention to overcome the defect that existing porous pavement is present, and provide a kind of row of new structure
Water-seepage type is mated formation combining structure, and technical problem to be solved is to make its both good permeable effect, and cost is low, construction and conserve
All easily, thus more suitable for practicality.
It is an object of the present invention to overcome the defect that existing drainpipe is present, and a kind of row of new structure is provided and oozed
Ability of swimming is mated formation combining structure, and technical problem to be solved is its integrate draining and water collecting function is integrated while adding trackside
Green coverage, the environment around trackside has been purified, thus more suitable for practicality.
It is an object of the present invention to overcome the defect that existing drainpipe is present, and a kind of row of new structure is provided and oozed
Ability of swimming is mated formation combining structure, and technical problem to be solved is it is preferentially seeped water, unnecessary draining, thus more suitable for ring
Guarantor, practicality.
The object of the invention to solve the technical problems is realized using following technical scheme.Carried according to the present invention
A kind of row's water-seepage type gone out is mated formation combining structure, and it includes beam and slab type paving structure, permeable PC basic units, U-shaped ecological draining ditch
And row's soakaway trench.Wherein described beam and slab type paving structure is arranged in described permeable PC basic units, so that permeable PC basic units
Car lane or square are combined into beam and slab type paving structure, the effect with load-carrying.Positioned at described car lane or square
The pavement of one or both sides or bicycle lane are assembled into as the beam and slab type paving structure described in polylith.Described U-shaped ecology
Ditch is arranged in a row installed in described pavement or the side or car lane or the side on square of bicycle lane, described oozes row
Water pipe includes transverse direction PC pipes and vertical PC pipes, and the horizontal PC pipes are connected with U-shaped ecological draining ditch, the vertical PC pipes and the horizontal stroke
It is connected to PC pipes.
The object of the invention to solve the technical problems can also be further achieved by the following technical measures.
Foregoing row's water-seepage type is mated formation combining structure, wherein described beam and slab type paving structure is made up of beam and surface layer.Institute
The surface layer stated is inverted trapezoidal wedge actinal surface plate, and inverted trapezoidal wedge actinal surface plate is provided with the beam.
Foregoing row's water-seepage type is mated formation combining structure, wherein described permeable PC basic units its by concrete and multiple cardboard cylinders
Composition, by being fixed on above bed course for multiple cardboard cylinder aligned orderlies, the then cast-in-place concrete on bed course is formed with multiple
The permeable PC basic units of cardboard cylinder.
Foregoing row's water-seepage type is mated formation combining structure, wherein described U-shaped ecological draining ditch mainly includes:
--- it is U-shaped to arrange in a row ditch, it is made up of U-type groove body, multiple first osculums, shrinkage pool interface, projection.It is wherein described
First osculum is arranged on the opposing parallel two side of U-type groove body, and the shrinkage pool interface described in two is separately positioned on U-type groove
One end of body is opposing parallel and end walls perpendicular to ground on, be again provided with the bottom at this end of the U-type groove body one it is recessed
Hole interface, two projections be respectively provided at that the other end in the U-type groove body is opposing parallel and in end walls perpendicular to ground and with
Another U-shaped two shrinkage pool interface for arranging in a row ditch is relative to be connect, and is again provided with connecing with shrinkage pool in the bottom at this end of the U-type groove body
The relative projection connect of mouth;
--- double-edged fine-toothed comb, the double-edged fine-toothed comb is arranged on the leave from office terrace of the upper surface of the U-shaped U-type groove body two side for arranging in a row ditch;
--- gravel layer, the gravel layer is arranged on described double-edged fine-toothed comb;
--- soil layer, the soil layer is arranged on above described gravel layer;
--- lawn, the planting lawn is on described soil layer.
Foregoing row's water-seepage type is mated formation combining structure, wherein described horizontal PC pipes and vertical PC pipes are by PC material systems
Into, provided with multiple second osculums on the pipe face of the horizontal PC pipes and the vertical PC pipes, plurality of the second described draining
Each second osculum in hole is outward-dipping to pipe outer wall by inside pipe wall, and angle of inclination is 45 °.
Foregoing row's water-seepage type is mated formation combining structure, wherein described inverted trapezoidal wedge actinal surface plate is four by panel and panel
The right-angled trapezium pier composition that the inverted trapezoidal wedge mouthful being mutually communicated and panel bottom corner are respectively formed is respectively provided with the middle part of side.
Foregoing row's water-seepage type is mated formation combining structure, wherein described beam is L-type or the font of falling T, the inverted trapezoidal wedge mouthful
The right-angled trapezium pier of panel is placed in the bottom of L-type beam or the font of falling T beam.
Foregoing row's water-seepage type is mated formation combining structure, wherein the bottom surface of the beam is provided with many posts.
Foregoing row's water-seepage type is mated formation combining structure, wherein the inverted trapezoidal wedge actinal surface plate is gap shape, is easy to permeable.
Foregoing row's water-seepage type is mated formation combining structure, and the first osculum described in each of which is inclined from inwall to outer wall
Oblique 45 °.
Foregoing row's water-seepage type is mated formation combining structure, wherein the horizontal PC pipes are made up of tube head and PC pipes, described pipe
The diameter of head is more than the diameter of described PC pipes, and the tube head rearward diameter is gradually reduced to the diameter equal to the PC pipes and and PC
Pipe is mutually connected, and the bottom of the PC pipes is provided with multiple second osculums.
Foregoing row's water-seepage type is mated formation combining structure, wherein the vertical PC pipes, are only made up of PC pipes, are managed in the vertical PC
Multiple second osculums are equipped with whole sides.
Foregoing row's water-seepage type is mated formation combining structure, and the two ends bottom of its wherein PC pipe of described horizontal PC pipes is additionally provided with
Pedestal.
The present invention has clear advantage and beneficial effect compared with prior art.It at least has following advantages:
1st, beam and slab type paving structure of the present invention is simple in construction, and manufacturing cost is relative to be reduced, so as to be greatly reduced into
This, increases economic efficiency, in the practicality and cost benefit used, complies fully with needed for industry development, quite have really
Industrial utilization.
2nd, it is of the invention, it is simple to manufacture, prefabricated manufacturing cost also can relatively reduces in advance, meet cost benefit, quite tool
There is the value of industry.
3rd, the present invention can reach effect in practical use really, and not only construction and installation are convenient, are not required to miscellaneous operational procedure,
And the processing of structure formation is even more easy, meet cost benefit, and there is the value in industry really, suitable for industrial circle
It is widely popularized and uses.
4th, permeable PC basic units of the invention, because using the cast-in-place concrete basic unit with cardboard cylinder, being passed to cardboard cylinder
Infiltration, due to simple structure, construction and maintenance are all easy to, and manufacturing cost is also relative to be reduced, really with the utilization in industry
Value, is widely popularized suitable for industrial circle and uses.
5th, permeable, ventilative, easy progress earth's surface heat exchange of the invention, can effective recycling rainwater, reduction urban heat island effect
Should.
6th, the present invention is effectively improved level of ground water due to setting multiple osculums water can be penetrated into soil, also will
The function of unnecessary water discharge, is integrated its integrate draining and water collecting function.
7th, row's soakaway trench of the present invention and it is U-shaped arrange in a row ditch osculum be from inside pipe wall to pipe outer wall tilt 45 °, make in water
Silt be difficult flow backwards, be not in plugging phenomenon therefore.
8th, the present invention only do this structural change slightly, can using collect come rainwater turf plant, add trackside
Green coverage, purified the environment around trackside, generated ecological benefits.
9th, the present invention can reach effect in practical use really, not only easy to use, simple to operate, and structure formation
Processing is even more simplicity, and manufacturing cost is also relative to be reduced, and meets cost benefit, and has the value in industry really, is suitable to
Industrial circle, which is widely popularized, to be used.
Described above is only the general introduction of technical solution of the present invention, in order to be able to better understand the technological means of the present invention, and
It can be practiced according to the content of specification, and to allow the above and other objects, features and advantages of the present invention can be brighter
It is aobvious understandable, below especially exemplified by preferred embodiment, and coordinate accompanying drawing, describe in detail as follows.
Brief description of the drawings
Fig. 1 is the combining structure stereoscopic figure of the present invention.
Fig. 2 is the schematic perspective view of plate girder type paving structure of the present invention.
Fig. 3 A are the front views of inverted trapezoidal wedge actinal surface plate of the present invention.
Fig. 3 B are the dorsal views of inverted trapezoidal wedge actinal surface plate of the present invention.
Fig. 4 is the plate girder type paving structure assembly structure diagram of the present invention.
Fig. 5 is another assembly structure diagram of the plate girder type paving structure of the present invention.
Fig. 6 is the permeable PC base layer structures schematic diagram of the present invention.
Fig. 7 is the eco-drainage ditch combining structure schematic diagram of the present invention.
Fig. 8 is the U-type groove body structural representation of the eco-drainage ditch of the present invention.
Fig. 9 is a kind of horizontal PC tubular constructions schematic diagram of the row's soakaway trench of the present invention.
Figure 10 is that the horizontal PC of the row's soakaway trench of the present invention manages another structural representation.
Figure 11 is the longitudinal P C tubular construction schematic diagrames of the row's soakaway trench of the present invention.
Wherein:
1:Beam and slab type paving structure
1-1:Beam inverted trapezoidal wedge actinal surface plate 1-3:Post
1-21:Panel 1-22:Inverted trapezoidal wedge mouthful
1-23:Right-angled trapezium pier
2:Permeable PC basic units
2-1:Inverted trapezoidal wedge shape PC panels 2-2:Cardboard cylinder
2-3:Concrete
3:U-shaped ecological draining ditch
3-1:It is U-shaped to arrange in a row ditch
3-11:U-type groove body 3-12:First osculum
3-13:Shrinkage pool interface 3-14:Projection
3-2:Double-edged fine-toothed comb 3-3:Gravel layer
3-4:Soil layer 3-5:Lawn
4:Row's soakaway trench
4-1:Horizontal PC pipes
4-11:Tube head 4-12:PC is managed
4-13:Pedestal
4-2:Vertical PC pipes 4-3:Second osculum
5:Car lane or square 6:Pavement or bicycle lane
Embodiment
Further to illustrate the present invention to reach the technological means and effect that predetermined goal of the invention is taken, below in conjunction with
Accompanying drawing and preferred embodiment, to mating formation combining structure according to row's water-seepage type proposed by the present invention, its embodiment, structure,
Feature and its effect, are described in detail as after.
Embodiment 1
Refer to shown in Fig. 1, row's water-seepage type of the present invention preferably first embodiment is mated formation combining structure, mainly by beam and slab type
Paving structure 1, permeable PC basic units 2, U-shaped ecological draining ditch 3 and row's soakaway trench 4 are constituted.Wherein, described beam and slab type is mated formation knot
Structure 1 is arranged in described permeable PC basic units 2, so that permeable PC basic units 2 and beam and slab type paving structure 1 are combined into car lane
Or square 5, the effect with load-carrying.Positioned at the pavement of car lane or the one or both sides of square 5 or bicycle lane 6 by many
Beam and slab type paving structure 1 described in block is assembled into.Pavement or bicycle lane 6 set car lane or square in the present embodiment
5 side, sees Fig. 1.The side or motor-driven of the pavement or bicycle lane 6 is arranged in described U-shaped ecological draining ditch 3
Track or the side on square 5, the present embodiment U-shaped ecological draining ditch 3 are arranged on car lane or the side on square 5.Described
Row's soakaway trench 4 include transverse direction PC pipes 4-1 and vertical PC pipes 4-2, and the horizontal PC pipes 4-1 is connected with U-shaped ecological draining ditch 3,
This is vertically connected to PC pipes 4-2 with transverse drain 4-1.
Refer to shown in Fig. 2, Fig. 3 A, Fig. 3 B, described beam and slab type paving structure 1, it mainly includes surface layer and basic unit, its
Described in surface layer be made up of inverted trapezoidal wedge actinal surface plate, described basic unit is beam 1-1, and wherein beam 1-1 is arranged on roadbed, should
Inverted trapezoidal wedge actinal surface plate is arranged on beam 1-1.The inverted trapezoidal wedge actinal surface plate is respectively set on panel 1-21 and panel 1-21 middle parts
There is the right-angled trapezium pier 1-23 institutes group that the inverted trapezoidal wedge mouthful 1-22 being mutually communicated and panel 1-21 bottoms corner are respectively formed
Into.The inverted trapezoidal wedge actinal surface plate is gap shape, is easy to permeable.Described beam 1-1 is L-type, the right angle of the inverted trapezoidal wedge actinal surface plate
Trapezoidal pier 1-23 is arranged on the beam 1-1 of L-type bottom.In the present embodiment, it is motor-driven that there is polylith the beam 1-1 of L-type to be generally located on
Track or square 5 and pedestrian lane or the avris of bicycle lane 6, are shown in Fig. 1.
Refer to shown in Fig. 4, Fig. 3 A, Fig. 3 B, wherein described beam 1-1 is T fonts, the right angle of the inverted trapezoidal wedge actinal surface plate
Trapezoidal pier 1-23 is arranged on the beam 1-1 of T fonts bottom.This beam 1-1 with T fonts polylith beam and slab type paving structure 1
It is combined into car lane or square 5 and the center section of pedestrian lane or bicycle lane 6.
Refer to shown in Fig. 6, described permeable PC basic units 2 are mainly made up of concrete 2-3 and multiple cardboard cylinder 2-2.Will
Multiple cardboard cylinder 2-2 aligned orderlies are fixed on above blotter, then on the blotter cast-in-place concrete 2-3, shape
Into the permeable PC basic units 2 with multiple cardboard cylinder 2-2.Inverted trapezoidal wedge shape PC panels 2-1 is provided with the permeable PC basic units 2.
Because the panel used is inverted trapezoidal wedge shape PC panel 2-1, by directly by between plate and plate when rainwater lands
Gap is directly entered the hole of cardboard cylinder formation, and hole can not only store certain rainwater, and be that rainwater enters rubble pad
The passage of surface layer is reached after layer, therefore forms water, the exchange of air and heat amount, again may be used by the reinforcement of panel and concrete layer
To increase load-bearing, this technique can equally be used at the heavily loaded position on road and square, therefore have wide use scope, no
Only save the consumption of concrete and permeable, ventilative, easy progress earth's surface heat exchange can be reached, energy effective recycling rainwater,
Reduce environmental protection and energy saving effect of urban heat land effect.
Refer to shown in Fig. 7, Fig. 8, described U-shaped ecological draining ditch 3 mainly includes:It is U-shaped to arrange in a row ditch 3-1, double-edged fine-toothed comb
3-2, gravel layer 3-3, soil layer 3-4, lawn 3-5.
Wherein described U-shaped ditch of arranging in a row is by U-type groove body 3-11, multiple first osculum 3-12, shrinkage pool interface 3-13, convex
Block 3-14 is constituted.Described multiple first osculum 3-12 are arranged on U-type groove body 3-11 opposing parallel two side, two
Described shrinkage pool interface 3-13 is separately positioned on that U-type groove body 3-11 one end is opposing parallel and in end walls perpendicular to ground,
Wherein each first osculum 3-12 is to tilt 45 ° from inwall to outer wall, so as to preferably infiltration, prevents U-type groove body 3-
11 outer silts enter in U-type groove body 3-11.A shrinkage pool interface 3- is again provided with the bottom at U-type groove body 3-11 this end
13, two projection 3-14 be respectively provided at that the other end in the U-type groove body is opposing parallel and in end walls perpendicular to ground and with
Another U-shaped two shrinkage pool interface 3-13 for arranging in a row ditch is relative to be connect, and is again provided with the bottom at U-type groove body 3-11 this end
A projection 3-14 connecing relative with shrinkage pool interface 3-13.The U-type groove body 3-11 is also used as in addition to connecting water pipe draining
The inlet of catch-basin, is easy to the maintenance and dredging of pipe-line system, while adding water seepage function.
Wherein described double-edged fine-toothed comb 3-2 is arranged under the upper surface of the U-shaped U-type groove body 3-11 two sides for arranging in a row ditch 3-1
On step surface, set double-edged fine-toothed comb 3-2 to be to prevent gravel from arranging in a row ditch 3-1 into U-shaped.Wherein described gravel layer 3-3 is set
Put on described double-edged fine-toothed comb 3-2, to prevent silt from entering ditch.Wherein described soil layer 3-4 is arranged on described gravel layer 3-3
Above, in favor of the growth on lawn.Wherein described lawn 3-5 is planted in above described soil layer 3-4, makes its covering U-shaped
Ditch 3-1 is arranged in a row, makes the U-shaped ditch 3-1 that arranges in a row stealthy, increases landscape effect, increase green coverage.
Current rain rill is generally to be formed with cement sand plaster after artificial build by laying bricks or stones, U-shaped by using new water penetration
Ecology arranges in a row ditch 3, rainwater can be penetrated into the surface soils such as residential area, Office Area, square to greatest extent, when rainfall is big, come
Rainwater not as good as infiltration can be discharged into the quick construction of city planting ductwork, not only ditch, convenient maintenance and ring by the system again
Protect.
Refer to shown in Fig. 9, described row's soakaway trench mainly include:Set on the pipe and the tube wall of the pipe being made up of PC materials
There are multiple second osculum 4-3, the second osculum 4-3 tilts 45 ° from osculum inwall to osculum outer wall, wherein described
Manage and be made up of for horizontal PC pipes 4-1, the horizontal PC pipes 4-1 tube head 4-11 and PC pipe 4-12, described tube head 4-11 diameter
More than PC pipes 4-12 diameter, and tube head 4-11 rearward diameters be gradually reduced to the diameter equal to PC pipes 4-12 and with PC pipes 4-12
Mutually it is connected, multiple second osculum 4-3 described in the present embodiment are arranged on PC pipes 4-12 bottom.
Refer to shown in Figure 11, wherein described described vertical PC pipes 4-2 is only PC pipes, the vertical PC pipes 4-2 is complete
Multiple second osculum 4-3 are equipped with portion side.In the place that seepage of water is poor, such as clay, rich clay, compactness are big
Soil layer, by local embedded transverse direction PC pipes 4-1 and vertical PC pipes 4-2, by the second osculum 4-3, reaches rapid osmotic or wears
Impermeable stratum is crossed by the effect of rainwater rapid osmotic.
Embodiment 2
Refer to shown in Figure 10, row's water-seepage type of the present invention preferably second embodiment is mated formation combining structure, described transverse direction
PC pipes 4-1 PC pipes 4-12 bottom is provided with pedestal 4-13.Pavement or bicycle lane 6 set car lane in the present embodiment
Or the both sides on square 5, U-shaped ecological draining ditch 3 is arranged on the both sides of pavement or bicycle lane 6.Other structures are with implementation
Example 1.
Embodiment 3
Refer to shown in Fig. 5, Fig. 3 A, Fig. 3 B, row's water-seepage type of the present invention preferably 3rd embodiment is mated formation combining structure, institute
The beam 1-1 stated lower bottom part is provided with multiple post 1-3, and beam 1-1 is L-type, the right-angled trapezium pier 1-23 of the inverted trapezoidal wedge actinal surface plate
It is arranged on L-type beam 1-1 bottom.Pavement or bicycle lane 6 set the side on car lane or square 5, U in the present embodiment
Type ecology arranges in a row the side that ditch 3 is arranged on pavement or bicycle lane 6.Other structures be the same as Example 1.
By using above-described embodiment of invention, rainwater can be penetrated into the earth's surfaces such as residential area, Office Area, square to greatest extent
Soil, when rainfall is big, city planting ductwork can be discharged into by the system again by having little time the rainwater of infiltration.
Above-mentioned horizontal PC pipes 4-1 is the pipe network for constituting drainage system, and above-mentioned vertical PC pipes 4-2 is that processing is local low-lying
What ponding or impermeable stratum were used.
The above described is only a preferred embodiment of the present invention, any formal limitation not is made to the present invention, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any to be familiar with this professional technology people
Member, without departing from the scope of the present invention, when the technology contents using the disclosure above make a little change or modification
For the equivalent embodiment of equivalent variations, as long as being the content without departing from technical solution of the present invention, the technical spirit according to the present invention
Any simple modification, equivalent variations and the modification made to above example, in the range of still falling within technical solution of the present invention.
Claims (11)
- The combining structure 1. one kind row's water-seepage type is mated formation, it is characterised in that:It includes beam and slab type paving structure (1), permeable PC basic units (2), U-shaped ecological draining ditch (3) and row's soakaway trench (4), wherein, described beam and slab type paving structure (1) is arranged on described On permeable PC basic units (2), so that permeable PC basic units (2) and beam and slab type paving structure (1) are combined into car lane or square (5), the effect with load-carrying;Pavement or bicycle lane positioned at described car lane or square (5) one or both sides (6) it is assembled into as the beam and slab type paving structure (1) described in polylith;Described U-shaped ecological draining ditch (3) is arranged on described people The side of the side or car lane or square (5) of trade or bicycle lane (6), described row's soakaway trench (4) are included laterally PC manages (4-1) and vertical PC pipes (4-2), and the horizontal PC pipes (4-1) are connected with U-shaped ecological draining ditch (3), the vertical PC pipes (4-2) is connected with the horizontal PC pipes (4-1), and described horizontal PC pipes (4-1) and vertical PC pipes (4-2) are by PC material systems Into, multiple second osculums (4-3) are provided with the pipe face of the horizontal PC pipes (4-1) and the vertical PC pipes (4-2), it is plurality of Each second osculum (4-3) in described the second osculum (4-3) is outward-dipping to pipe outer wall by inside pipe wall, is tilted Angle is 45 °;It is made up of described permeable PC basic units (2) concrete (2-3) and multiple cardboard cylinders (2-2), by multiple cardboards Cylinder (2-2) aligned orderly is fixed on above bed course, then on bed course cast-in-place concrete (2-3), and being formed has multiple cardboards The permeable PC basic units (2) of cylinder (2-2).
- The combining structure 2. row's water-seepage type according to claim 1 is mated formation, it is characterised in that wherein described beam and slab type is mated formation Structure (1) is made up of beam (1-1) and surface layer, and described beam (1-1) is L-type or the font of falling T, and described surface layer is inverted trapezoidal wedge mouthful Panel, is provided with inverted trapezoidal wedge actinal surface plate on the beam (1-1).
- The combining structure 3. row's water-seepage type according to claim 1 is mated formation, it is characterised in that wherein described U-shaped ecology is arranged in a row Ditch (3) mainly includes:--- it is U-shaped to arrange in a row ditch (3-1), by U-type groove body (3-11), multiple first osculums (3-12), shrinkage pool interface (3-13), Projection (3-14) is constituted, wherein described the first osculum (3-12) is arranged on the opposing parallel both sides of U-type groove body (3-11) On wall, one end that the shrinkage pool interface (3-13) described in two is separately positioned on U-type groove body (3-11) is opposing parallel and perpendicular to ground In the end walls in face, a shrinkage pool interface (3-13), two projections are again provided with the bottom at this end of the U-type groove body (3-11) (3-14) be respectively provided at that the other end in the U-type groove body (3-11) is opposing parallel and in end walls perpendicular to ground and with it is another Individual U-shaped two shrinkage pool interfaces (3-13) for arranging in a row ditch (3-1) are relative to be connect, and the bottom at this end of the U-type groove body (3-11) is same Sample is provided with the relative projection (3-14) connect with shrinkage pool interface (3-13);--- double-edged fine-toothed comb (3-2), the double-edged fine-toothed comb (3-2) is arranged on the upper of U-shaped U-type groove body (3-11) two side for arranging in a row ditch (3-1) On the leave from office terrace of end face;--- gravel layer (3-3), the gravel layer (3-3) is arranged on described double-edged fine-toothed comb (3-2);--- soil layer (3-4), the soil layer (3-4) is arranged on above described gravel layer (3-3);--- lawn (3-5), the lawn (3-5) is planted in described soil layer (3-4) above.
- The combining structure 4. row's water-seepage type according to claim 2 is mated formation, it is characterised in that wherein described inverted trapezoidal wedge mouthful Panel be respectively provided with the middle part of four sides of panel (1-21) and panel (1-21) the inverted trapezoidal wedge mouthful (1-22) that is mutually communicated and A right-angled trapezium pier (1-23) composition that panel (1-21) bottom corner is respectively formed.
- The combining structure 5. row's water-seepage type according to claim 4 is mated formation, it is characterised in that wherein described right-angled trapezium pier (1-23) is placed in the bottom of L-type beam or the font of falling T beam.
- The combining structure 6. row's water-seepage type according to claim 5 is mated formation, it is characterised in that the bottom surface of the beam (1-1) is set There are many posts (1-3).
- The combining structure 7. row's water-seepage type according to claim 4 is mated formation, it is characterised in that the inverted trapezoidal wedge actinal surface plate is Gap shape, is easy to permeable.
- The combining structure 8. row's water-seepage type according to claim 3 is mated formation, it is characterised in that described in each of which One osculum (3-12) is to tilt 45 ° from inwall to outer wall.
- The combining structure 9. row's water-seepage type according to claim 1 is mated formation, it is characterised in that wherein described horizontal PC pipes (4-1) It is made up of tube head (4-11) and PC pipes (4-12), the diameter of described tube head (4-11) is more than the straight of described PC pipes (4-12) Footpath, and tube head (4-11) rearward diameter be gradually reduced to equal to the PC manage (4-12) diameter and with PC pipe (4-12) mutually hold in the mouth Connect, the bottom of PC pipes (4-12) is provided with multiple second osculums (4-3).
- The combining structure 10. row's water-seepage type according to claim 1 is mated formation, it is characterised in that wherein described vertical PC pipes (4- 2), only it is made up of PC pipes, multiple second osculums (4-3) is equipped with the vertical whole sides of PC pipes (4-2).
- The combining structure 11. row's water-seepage type according to claim 9 is mated formation, it is characterised in that wherein described horizontal PC pipes The two ends bottom of the PC pipes (4-12) of (4-1) is additionally provided with pedestal (4-13).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410351726.XA CN104313967B (en) | 2014-07-23 | 2014-07-23 | Row's water-seepage type is mated formation combining structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410351726.XA CN104313967B (en) | 2014-07-23 | 2014-07-23 | Row's water-seepage type is mated formation combining structure |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104313967A CN104313967A (en) | 2015-01-28 |
CN104313967B true CN104313967B (en) | 2017-07-28 |
Family
ID=52369267
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410351726.XA Expired - Fee Related CN104313967B (en) | 2014-07-23 | 2014-07-23 | Row's water-seepage type is mated formation combining structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104313967B (en) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104988829B (en) * | 2015-05-27 | 2018-01-12 | 广西大学 | The drainage system of emergency lane |
CN105507113B (en) * | 2016-01-25 | 2018-05-18 | 安阳师范学院 | A kind of the infiltration structure and remodeling method of the waterproof road in road surface |
CN106049227B (en) * | 2016-07-29 | 2018-12-18 | 东北师范大学 | A kind of road side stone and its laying method |
CN106245483B (en) * | 2016-10-17 | 2018-06-29 | 苏州大学 | A kind of draining floor tile frame structure |
CN107604781A (en) * | 2017-08-11 | 2018-01-19 | 中国二十冶集团有限公司 | Building block, building block device, block system for sponge city, the preparation method and construction method of building block |
CN107740326B (en) * | 2017-10-13 | 2020-05-26 | 重庆建工住宅建设有限公司 | Bridge type water seepage and water retention square structure |
CN107829347B (en) * | 2017-10-31 | 2020-11-27 | 中国一冶集团有限公司 | Sidewalk structure for urban natural turf and construction method thereof |
CN110983886B (en) * | 2019-12-23 | 2021-05-11 | 广东卓秀建设有限公司 | Combined type town road |
CN114575224B (en) * | 2022-03-18 | 2023-05-30 | 华北理工大学 | Temporary pavement paving device for road construction |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001026974A (en) * | 1999-07-14 | 2001-01-30 | Nishikawa Toshizou | Drainage structure of road surface |
CN203160147U (en) * | 2012-10-31 | 2013-08-28 | 北京仁创科技集团有限公司 | Rainwater collection and drainage system for road |
CN103352411B (en) * | 2013-06-14 | 2015-07-15 | 大连理工大学 | Rainwater penetration collection device based on concrete-sand-based water-permeable bricks |
CN204039856U (en) * | 2014-07-23 | 2014-12-24 | 深圳市致道景观有限公司 | Row's water-seepage type is mated formation combining structure |
-
2014
- 2014-07-23 CN CN201410351726.XA patent/CN104313967B/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
CN104313967A (en) | 2015-01-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104313967B (en) | Row's water-seepage type is mated formation combining structure | |
CN106368238B (en) | A kind of honeycomb geotechnical grid retaining wall and its construction method with ecological recovery function | |
CN106758638A (en) | A kind of city sponge brick and its construction technology | |
CN204039856U (en) | Row's water-seepage type is mated formation combining structure | |
CN104652214A (en) | Paving method of water-permeable pavement | |
CN203066104U (en) | H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same | |
CN204608556U (en) | A kind of water permeable pavement | |
CN204608538U (en) | A kind of water permeable pavement | |
CN109826065A (en) | A kind of high-fill roadbed guard system and its construction method | |
CN103835310A (en) | Crib gravity retaining wall | |
CN104594155A (en) | Permeable pavement laying method | |
CN206157760U (en) | Honeycomb geotechnique check room retaining wall with ecological recovery function | |
CN206721596U (en) | A kind of pavement structure of permeable road | |
CN213086498U (en) | Assembled permeable base layer and permeable pavement paving structure | |
CN212895755U (en) | Urban road sidewalk drainage device | |
CN107386053A (en) | A kind of construction method on pavement | |
CN108486993A (en) | A kind of charge for remittance embedded tubular sidewalk ground tile structure | |
CN211689725U (en) | Landscape drainage road surface | |
CN209873496U (en) | Highway evaporation structure | |
CN209723194U (en) | Drainage system of freeway | |
CN203049611U (en) | Bar type gravity retaining wall | |
CN210104468U (en) | Water-permeable prefabricated assembled concrete road | |
CN106996063A (en) | A kind of pavement structure of permeable road | |
CN108923344B (en) | Comprehensive pipeline arrangement structure based on energy storage type tramcar engineering | |
CN208486146U (en) | A kind of novel filter infiltration garden road step and sunk type square laying structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170728 Termination date: 20210723 |